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Home My WebLink About690 BIG THOMPSON AVE6 qo 8,3 Thomp 364 Avâ€¢ n i Received Date J I ~ i [ gl, Town of Estes Park Permit Number 8 051 Received By ch Commercial Application / Building Permit , l Department of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 Application Expires ~1. 1\ 1 06 General Information and Inspection Line (970) 577-3731 ' FAX (970) 586-0249 ' www.estesnet.com Permit Expires ll,~ ~01 h10146 - EMOT-1 614 6tti#(re.it- Â«AST OF Â¥/9+2.AMAU'SNoot< Job Address: PAR*i AJA G41~ 2 611â‚¬ ~ PALK, d D Lot Size: 120 M.MAC Lot: Block: Subdivision: 690 '1319 '1Yt w-hf~A~ //tb 4 /14Abll, Parcel#:2530/-90-9/2 SM.REBIA 0* (ULLF+MAÂ¥/04, MAN Fbe,ab G!â‚¬ Owner Name: tsrzs *.ul;,4 flit-k.ATIO,0 A EAE#< DHTÂ· puntÂ·. 970-554 -gl9/ Address: (,99 N A -0+01410 U AVE#P-04WUM )314> E~65 PAR.K, Â£0 10 5,7 (Street) (City) (Stite) (Zip Code) Contractor/Applicant: 404Â£â€¢f,l/7*Ze- 4.Ah.:*- **/H Town License #: Ul* Phone: 42*1Â·SCO-L&908 EAG,Lt kebC 5 24+00 L Address: --I (Street) (City) (State) (Zip Code) The Following Applies to New Work Only - Complete all that apply: ONew Building ~Alteration OAddition Building Users): Fire Alarm System:,RNo O Yes; Existing. Plt.At/2- 314/47?Aposed. P 1244/4 3/+24-72* Fire Suppression System:*1 No O Yes; Sewer: O Estes Park Sanitation MUpper Thompson Sanitation O Private Septic - Requires Applicant to first go to the Health Department. Plumbing Involved: #No Â¤ Yes - State and Town Licenses Required; Plumbing Fixture Worksheet Required. Fixtures: O Add Â¤ Relocate O Replace O Demolish - Sanitation Required; Service: O Existing O New - # of Meters: _ Meter Size: inches Electric Involved: -B,No O Yes - State & Town License Required. State Permit and Inspection Required. Service: O Existing O New: O Overhead O Underground; # ofMeters: ; Meter Size: amps; Temp Meter: O No O Yes Tvue of Heat: O Gas O Eleckic O A/C Fuel Gas Involved: R.FOO Yes - Qualifications and System Sizing Required. *11%. Type: O Natural Gas O LPG # of Gas Appliances / Outlets: Building Height: #floors Basement (sO 1 St Floor (sf) 2nd Floor (sf) Garage / Carport (sf) - Fin _ __ Fin J#*-5~~' Fin Attached 5 " Unfin Unfin Unfin - Detache37 ]1 1 Describe Work: Total Valuations (Labor & Materials) UptebbL 5#t cre 8- - hbo 466 d/un~-Â· $ G, 00-0 I certify this application is true and correct and agree to perform the work described according to plans/specifications submitted, reviewed and approved, and comply with local ordinances, state and federal laws as well as building codes. I certify that I have the property owner's authority and permission to apply for this permit. Additionally, I UNDERSTAND THAT I AM RESPONSIBLE FOR ANY FEES OREXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECTIONS AND OTHER FEES ASSOCIATED WITH THIS APPLICATION. 0#fAAVAGE.,50 09Bacto:l Â¤ Owner O Owner Agent A..Wl- O Tenant *** Office Use Only ***- Job Description: Application Information Approved Disapproved Fees Public Works Applicable Code: Type of Construction: Water ISC- \/-12 Y P Light & Power Occupancy Class: Occupant Load: Floor Load: r Planning Variances: Fire Department rguilding Setbacks Front Side Rear Plan Review Zoning Hazards Census # County Tax 44 Geo Wildfire Flood Certificate of Occupancy Buildin,Official-Â«O\1 Date blo 'ckr*-g 209â‚¬ 8 6-09 -0 L Total Received Date Town of Estes Park Permit Number Received By Application for Building Permit Department of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 General Information and Inspection Line (970) 577-3731 * FAX (970) 586-0249 * www.estesnet.com/ComDev/ 4 None - Existing shelter east of Fisherman's Nook Job Address: parking lot, Estes Park, ColoKado Lot Size: 120 acres sf/ac Lot: Block: Subdivision: Parcel #: 25301-00-908 Property owned by Bureau of Reclamatio,n and Owner Name: managed by Estes Valley Recreation and Park Dist,Phone: 970-586-8191 Address: 690 Big Thompson Ave. (P.0. Box 1379), Estes Park, CO 80517 (Street) (City) (State) (Zip Code) Rock School Contractor/Applicant: volunteer labor from Eagle/ Town License #:_ Phone: 970-586-0600 Address: (Street) (City) (State) (Zip Code) Approval on non Town entities is the responsibility of the permit applicant. Please obtain the appropriate approval(s) of the following authorities, as advised/highlighted by the Building Official. Each authority will have its own requirements, policies and procedures, and fees which are distinct and separate from Municipal requirements and fees. Permits will not be issued prior to obtaining required approvals. 1. SANITATION DISTRICTS 23 Upper Thompson Sanitation District COMMENTS: Abâ‚¬U h :4\â‚¬bl=11 641 - Estes Park Sanitation 0> r C -3 Â· - i \13 ApS-3 AL-Q U New Construction \ El Adding or Vacating Plumbing Fixtures l Adding Square Footage to Existing Building Footprint , Â£ Adding or Vacating Septic System [~] Sand/Oil Interceptor / Grease Interceptor .) C Â¢33 Z A) 1,12 Allk. %31\ 04 - 0 Api?r6ved Date COMMENTS: 2. LARIMER COUNTY HEALTH DEPARTMENT ~1 Commercial Food / Drink Preparation U Alcohol Sales (On Premise) U Day Care (6 Or More Children Under Age 18) , U Septic System El Sewer Lift Stations NOTE: EVRPD would like to replace the existing El Public Swimming Pools / Spas / Hot Tubs shelter at Fisherman's Nook. Existing metal shelter will be demolished and replaced with a Approved Date log/wood shelter the same size. Existing concrete pad will remain. EVRPD will use same plan as other 3. STATE ELECTRICAL BOARD log/wood shelters around Lake Estes. EVRPD will ~1 New Construction with Electrical provide materials and Eagle Rock School will provide labor. ~ Addition / Remodel with Electrical 4. STATE ENGINEER U Water Well 5. STATE DEPARTMENT OF REVENUE U Tax Exempt \\Servera\Comm_Dev\Building\Forms\Applications\Building Page 1 Revised 09/21/2005 - SA 9 .....1. 4% 4% &0 3% &5 W I 2 E 2Â¥W 99 f u , 6 -9 % E 2 6 0 3 2 3 *2/ Egg 511'1111 2~ ..=...' 30 E Â¥ , 2 ' 20 Jill 058 0Â¥08 HilnS 480 kl 0 2/7~~ )--4%,6. ME -1 I 6 '4 1 CD ~ L %%0 W N ~ 1# # I ~ 00- 2 3 & ifi 82 d:l. i -0- 1. W 05 g E Z io <WO :*44 + '46 W 0 a-OCO- 111 i 0 . ff P CL BYPASS N Â°a.O I 8 r 1%4 Id 1 4 - 1 806-L LAKE ESTES GOLF COURSE*~ RS Shl3113HS PARKING OCKS SINOObLLS3 FISHERMAN'S 5NPENTER ~ IC SHELTER ISTAhICE IN MILES FROM * TO * LAKE ESTES TRA<L glIM ,/C 9 - 30NV.ISIO dial ONnOW THOMPSON IC SHELTERS STROOMS CHEROKEE D OOMS PLANT U.S. MGHMA 1InLL O3131dINO 1!VULL 03$0d08 Received~Date 1010Â·09.-2.3 Town of Estes Park ~Ce Permit Number 8-0959 Received By C Rk Commercial Application / Building Permi~Y ~Al 1 Department of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 Application Expires 3 /1 5 General Information and Inspection Line (970) 577-3731 ' FAX (970) 586-0249 I www.estesnet.com 2.0(Â·L Note: Use this form for Non-residential and Mixed-use Buildings Permit Expires 3/27 Job Address: 4 90 3,~ -7>6.u-p_se. + 1 ve_ Lot Size: sf/ac Lot: Block: Subdivision: Parcel #: 25) 93-9-/ - ?0 3 Owner Name: Ec,-fe< Va ((74 tec-tel~/- * -ite-le R' J: Phone: 5-%6 -91 9 / Address: 690 9,9 -17-6.-7>s A *vÂ·. Estes 74,4, Co 90 9 1 4 (st?ebt) (City) ' (State) (Zip Code) Contractor: /102.--1-alt{A (641(1+02 Town License #: 401, Phone: 5-96 -377 5- Address: Po BÂ« 2795( 6>-f-ey. Pavt< Â£ Co %6( 1-7- (Street) (City) (State) (Zip Code) The Following Applies to New Work Only - Complete all that apply: O16Iew Building Â¤Alteration OAddition Building Use(s): Fire Alarm System: #iNo Â¤ Yes; Existing -6' Proposed: U-rl U t<4 , Fire Suppression System: 9'No Â¤ Yes, Sewer: C Estes Park Banitation Â¤ Upper Thompson Sanitation Â¤ Flrivate Septic -- Requires Applicant to first go to the Health Department. Plumbing Involved:~No U Yes - State and Town Licenses Required; Plumbing Fixture Worksheet Required Fixtures: Â¤ Add Â¤ Relocate O Replace Â¤ Demolish Water Service: Â¤ Existing Â¤ New - #of Meters: B/Ar Meter Size: inches Electric Involved: Â¤ No 2 Yes - State & Town License Required. State Permit and Inspection Required. Al â‚¬60 1.< 44_ Service: 6 Existing 0New: O Overhead O Underground; # of Meters: ; Meter Size: amps; Temp Meter: Â¤ No Â¤ Yes Type of Heat: Â¤ Gas Â¤ Furnace Fuel Gas Involved: 9'No Â¤ Yes - Qualifications and System Sizing Required. < 0 Electric 61 / # O Boiler Type: D N atural Gas D LPG # of Gas Appliances / Outlets: Building # Floors Basement (sf) 1 st Floor (sf) 2nd Floor (st) .- Garage / CalÂ·port (s~ Porch wi Roof Deck w/o Roof Height: / / Fin / pin 2.-60 Fin =M- 9&222Â« / Â«\ r Csf~ Unfi Unfin Unfi Y- Detachgl/' Job Description: Total Valuations (Labor & Materials) 'ADD FU#â€¢Ae *14,40 14 $ 36),000.00 1 certify this application is true and correct and agree to perform the work described according to plans/specifications submitted, reviewed and approved, and comply with local ordinances, state and federal laws as well as building codes. I certify that I have the property owner's authority and permission to apply for this permit. Additionally, 1 UNDERSTAND THAT I AM RESPONSIBLE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECTIONS AND OTHER FEES ASSOCIATED WITH THIS APPLICATION. Â¤ Contractvr O Owner BOwner's Agent O Tenant O/7 2///j Signature Date #10 31'V Print Name/~4 Ac- fiX d zile_ 6 , *** Office Ilse Only *** Job Description: Application Information 960&#60 f.me 5-rh,r; OAJ UT| LI 71~ Approved Disapproved Fees 61140,45 Public Works '6,-- Applicable Type of Occupancy Class(es): Water ''- Code(s): Construction: 1003 1 0 c d 15 14 2 Light & Power # 2.37(p.-10 Occupant Load(s): Floor Load(s): Roof Load: 1 -.50- lu Planning 1 B /,1 40 ps# 06 -C leo. 00 WA, VAO Variances: Wi 40 5/460 (057'â€¢fk 3 FC,- q vi .1-- Fire Department 97*POW-- c. Building 941.-15' 10 */JÂ«) Setbacks Front Sides Rear River , 230 Plan Review 101. Â¥i 46vj#o Zoning Hazards Census # County Tax Le Geo Wildfire (Fi80 Certificate of Occupancy Building,*fficial Date c 34 \144/L_ 10.510 Total Il-374.10 \\Servera\comm dev\Building\Forms\Applications\Building Page 1 Revised 7/14/2006 - CB Permit Record Report Printed: 10/5/2010 Page 2 of 5 Permit Number: B-8959 Total Fees: $12,376.70 Total Receipts: $O.00 Inspection Schedule: Type: Request Date: Requested By: Status: Inspections: Inspection # Type Pass? Date Inspector m Inspection Correction: Correction Description: Inspection Condition: 1 Condition Description: Approvals: File Received: Decision Date: Status: Department: 9/24/2010 10/5/2010 Approved Building Comments: 2010.10.05 Please see plan redlines. Contractor and Owner are responsible for compliance with attached pre-construction meeting - notes. OK per WB Approvals: File Received: Decision Date: Status: Department: 9/24/2010 9/28/2010 Approved Light and Power Approval Reviews: File Received: Review Completed: Reviewer: Status: 9/28/2010 9/28/2010 Todd Steichen Approved Comments: Does not include trench or conduit. Easement will need to be provided for primary extension. Electrician to supply and install conduit and wire from transformer to meter socket. Owner will need to supply concrete transformer pad to Light & Power Specifics. 577-3601 Todd Steichen Approvals: File Received: Decision Date: Status: Department: 9/24/2010 9/30/2010 Approved Planning Comments: SETBACK CERTIFICATE - RIVER SETBACK 1. A setback certificate sealed and signed by a Colorado Printed: 10/5/2010 Permit Record Report Page 3 of 5 Permit Number: B-8959 registered land surveyor is required prior to placing foundation walls. The general contractor shall provide two stamped certificates in the permit package. At least one must be an original. The inspector will leave the copy of the certificate in the permit box and will bring the original certificate back to the Building Division to be filed in the address file. 2. A registered land surveyor shall set the survey stakes for the foundation forms. After the footings are set and prior to pouring the foundation, the surveyor shall verify compliance with the setback requirements and provide a setback certificate. 3. The setback certificate shall include actual measured distances. Estes Valley Park and Recreation District Board overruled the 30 foot minimum required river setback on 2010.09.01. Approval Reviews: File Received: Review Completed: Reviewer: Status: 9/24/2010 9/29/2010 Alison Chilcott Hold Comments: 2010.09.29 Proposed work is within 30 foot setback. Need a variance or a majority vote of the Rec District Board to overrule. AC discussed w/ Bob. AC to contact Stan Gengler. AC left vmail for SG at 9:17 a.m. AC and SG discussed over phone, and SG provided 2010.09.01 minutes in the afternoon. 9/29/2010 9/30/2010 Alison Chilcott Approved Comments: Approvals: File Received: Decision Date: Status: Department: 9/24/2010 10/5/2010 Approved Public Works Comments: 2010.10.05 OK per Scott Z. Certificates: Temporary Certificate of Occupancy Certificate of Occupancy Issued: Issued: By: By: Expiration: Occupancy: Conditions: Date: Status: Code: Condition Description: Condition Comments: lini| MAY 3 1 2006 ]U r--h t'} 4% ' 10'-0" 0'-7 3/4' r---TRUSSES @ 24" O.C. GLUE AND NAIL 1/2" PLY GUSSETS , , EACH SIDE. USE (5) 1Od NAILS IN t\ ,PROVIDE RIDGE CAP /3 EACH MEMBER EACH SIDE. STAGGER NAILS AND CINCH. ~ - ~-29 GAGE CLASSIC RIB &// --=~>ff _ -Â»Â·23Â¤:=C METAL ROOFING (OR EQUIVALENT) - 1,/ - /=55>/1/Â«21\0<:2Â»k GLUE AND NAIL 1/2" PLY GUSSETS 7 -45â‚¬7 ~ >Â«~ 1 -XNX ,/----1 -*_-2 S F-tETA>* 2,445Â£.Gr \ Â«3*k EACH SIDE. USE (10) 1 Od NAILS IN \ Ch<. ~*SE-*% 600 5 6Â« 02. Ch>t EACH MEMBER EACH SIDE. 4 1 .dr~Trrzx STAGGER NAILS AND CINCH. U ' 7'-2 1 /2" 5'-7 3/4' m->, 41- 1 ~~~,... p/?el//0<5 g/44â‚¬kt~~ X Xy PROVIDE HURRICANE CLIPÂ« C- f ~ ~0'0512 548-0*QUAOJ,Â«AGOMALE ~ 4 (3) 4 x 6 LA 6 80473 / ..0'~~-4" DIA LOG BRACE (TYP) 64( EACH 5/44 ~PROVIDE (2) 5/8'0 *~ LAGS (EACH BRACE) Â©,f 111 1 404 0, 3 0, Aol- LD 140** fs C flaC,asâ‚¬k. / u.> \.2 - 2" x4" @ 24" O.C, ,LeA 5 0-,Gr,1533 ,~~ e-1 %4Â» my PROVIDE (2) 5/8" X 6" LAG BOLTS EACH SIC)E~ ~ 1/40' X 1 1/2" STEEL ANCHORS ,Â«tks::5*/ 1 /0,/.%*7 /4 4 .57-1FE:<_ FE~'Â¥. 1 -â‚¬*,21 1,21'h=#/,2l l/ /1,- -~0m -# 1 - (23 #17* )2 -1 1304.:rs - .\AÂ«%2*4> 9 " M /A) A .1 ff-%M-'f / . RA 0-0- EXISTING SLAB . ien i=iii=~EL - 1 "3 0 . .. .. E. +~.Â· abgmaa - '~- d#BLE[MI-Nllmilli :1 1 4 )1 .--.' ->r 89 . PROVIDE 2 #4 RESAR VERTICALLY- 11 - 1/ L 12"DIA.j F. 1 I.el- (2) A 10 46844 ~ , 1 4 7 . ..,242 11 x || Sj nlpace HAA> Gek 1- 1 0 -0\\0) 7 x 12" HEM-FIR #2 (TYP) NOTE: DIAGONAL BRACE FROM RIDGE '\4 OF END TRUSSES TO PREVENT COLLAPSE 8" DIA POST-0* - < L 04) 1 -5 1/2" -5 5' 7 3<4" TO CENTER 9' 7 3/42' TO CENTER----- ROOF FRAMING PLANI SECTIONAL VIEW , TYPICAL CORNER FRAMING DETAIL 00 04 OS 89 <C -P,11 '- 3 74 3 8.4 3 0 1,4 3 14'-4 3/'47 ~-PROVIDE ROOFING END CAPS ~ 12 0 5 \-Â«0 0 -1 04 7'-0" DRAWN BY: JAS CHECKED BY: JAS SCALE Râ‚¬V) SED /2.1,91 99 DATE: 1 /2" = 1' AUGUST 1999 SHEET DESIGN LOADS 1 SIDE VIEW END VIEW SNOW: 40psf OF WIND: 90 mph 1 exposure: D PROJ. NO. 01909 18 N Â©ISIA321 31Â¥0 133HS SNIA3AkinS ONV ONI HOH NVA ~OLLâ‚¬n19 9 %>ctuag-?017Â»:31, 4447tiP 9 (02.6) :3N~H Community Development APPROVAL Date' Approved By'_173 SEIiSIC DIVI 103rOad ~-1 "x 12" CEDAR FACIA / 2"x 10" HF#2 / ~SUBFACIA BOARD 1"*12" CEDAR TRIM W/ ~-2" DIA. VENTS IN EVERY BAY STANDARD SEAM METAL ROOFING OVER / 2"x10" HF#2 / ~BLOCKING /-30# FELT ON r PLYWOOD SHEATHING 1 "*12" CEDAR FACIAn 2"x 10" HF#2 BILCO TYPE F-50T 2"x 10" HF#2 ~ ~BARGE RAFTER /-ROOF HATCH OR SIMILAR SUBFACIA BOARD~ ~ L==-j\-/--------------------2~I-~-~~-----------------------------------\ / OUTLOOKER 1"x12" CEDAR TRIM W/ 2"x6" HF#2 ------L /1 ./1 2" DIA. VENTS IN EVERY BAYn l\1 rit rz"*8" TREATED LUMBER~ 1:10 PITCH 4 2"*10" HF#2 ~ 11/\1 / ~(TYPICAL) F N 2"x8" TREATED--------1-1---====------- ti - -- *' ---- *- --- - - --- - #1m0QO~% f-2"*8" TREATED LUMBER 7 OUTLOOKER3 BLOCKING-A \ 2"x6" HF#2 * IZ-37<2 h---- 1 1/ A 1 ~LUMBER |~'~ -1- 1 / - 1 ---------------------1--------------------t-----__227---- i 1 1 @/ r. 1 \ \ In! 1\/ 1"x 12" CEDAR FACIA Ll"x 1 2" CEDAR TRIM 9'-4" FROM AGAINST WALL A -90Â»=- ---------------------~~U~IUILLI--4-~:EE:=24- 4 FOUNDATION 1/1 08- 1"x1O ANCHOR @32" O.C.~ 4 ZENB IN GROUTED C ELLS (TYPICAL) \_ 1 "x 12" CEDAR TRIM 4322 AGAINST WALL / O a. 2 /3*56 Z 1"x 1 2" CEDAF FACIA--~ 8'-0" FROM I 4/405/ t. -0- FOUNDATION //0*m/& 9/ 00 wg - liveeÂ«555% 1.1 t~ *doo ROOF CMU & FRAMING CROSS SECTION 1"=1' /:eÂ« m /,011Â£144'0,11=~ A~-4*: z - i-Wit# 22" SQ. CMU OPENING ROOF HATCH, 44" SQ. R.0. "44% r19" SQ. R.0. FOR EXHAUST FAN BILCO TYPE F-50T ~ DAYTON 3C725 OR SIMILAR f~OR SIMILAR ~ SEE ROOF HATCH DETAIL ~\% 1 0/1 LaaÂ«lt>>>D>>D>>D- M Ill ' l l 1 1 1 1 1 1 lili .. ~ ~ ~ | | | TYPICAL 3'0"*6'8" STEEL DOOR 1 i ' i | TA ~rliii'ililill, I | I /-W/ STEEL FRAME SET INTO BLOCKS | | | | | | | | | | | | | | 1 I 54 TO 1 /MI -- 11111111 lil l i 1 0 CENTER 1 1/1 1 1 1 , 1/[ I All Exterior lighting to comply ' 1 1 | I | I | I | I | | | | I O 1 L..1 lilli I w/EVDC 7.9 FRAME OPENING v ~ ~ ~ ~ ~ ~ ~ ~ 1.111111 W/ 2"X8" PINE- <1 lillill .111111 lilli lilli e TRIM FAN , W/ 1"X4" CEDAR | | | | | | | ~ | | | | | | | | | | 54 TO 04 26 lili 11 1 11 1 1 1 1 11 1 1 1 1 11 1 CENTER lilli lili 1-i 1 1 1 1 1 11 1 1 1 1 11 4* 04 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 /1\ 1 1 1 L___6'-0" TO- FOR 5' MINIMUM DAYTON 1 HLA4 OR SIMILAR 1 GRADESLOPE 5% AWAY 17" SQ. R.0. FOR DAMPER LW/ 20)(8" PINE FOR 5' MINIMUM Â¢11 ZO 70 20" SCI. CMU OPENING / ~ FRAME OPENING GRADESLOPE 5% AWAY . 3'-4" CENTER TRIM DAMPER MIN. MIN. W/ 1 "X4" CEDAR ~~~ 11 11 FRONT ELEVATION BACK ELEVATION d d % r =10 co (1, 3 kul 1 Ul 03 09 Ci 04 ROOF HATCH, 4â‚¬ SQ. R.0 ROOF HATCH, 493" SQ. R.O. r-CRICKET AT ROOF HATCH ~ BILCO TYPE F-50T CRICKET AT ROOF HATCHm BILCO TYPE F-50T FOR SIMILAR OR SIMILAR ~ SEE ROOF HATCH DETAIL ' ~ SEE ROOF HATCH DETAIL 2-97777- l' i' l' iii 11 Illillill~~ DRAWN BY: 11 lili 1 1 1 1 1 1 1 1 11 11 1 1 JWC | | | | | | | | | | CHECKED BY: 11 lili 1 1 1 1 1 1 1 11 1 11 1 1 JAS 11 1 lili 1 1 11 1 1 1 11 1 11 1 1 SCALE 11 1 111 1 1 1 1 1 1 11 11 1 1 1 VARIES DATE: lili lili Ill . . lilli lilli 09-23-2010 1 ill 111 l il i 1 1 1 11 11 1 1 1 1 11111111111 11111111111 SHEET 11111111111 GRADESLOPE_5% AWAY GRADE SLOPE 5% AWAY 1111111111 FOR EMEMUM 1111111111' 1 11 1 1 1 11 1 1 1 1 -11 /~ FOR 5' MINIMUM ELY:PA SPOB..4301 3'-4" 3'-4" 4-Â·1)41/ MIN. MIN. !4~,4 , r Â·'rn 9 OF 11 11 U :7920..4 ~ RIGHT ELEVATION LEFT ELEVATION ~2Â»411" ~ PROJ. NO. 2010-08-28 18 NOISI/Ula 31Â¥0 9NIA3 8Â¥ 3153 * 333@0 HSU 6-9 (0Â£6):3NOHd NOLLOGIS 133HS 103rObld to TOP VIEW r 3' DOOR ~-6- CONCRETE CINDER BLOCK ~-1040 CFW EXHAUST FAN E- #5 @ 12" EACH WAY 20' i 1 ASPHALTIC DAMPPROOFING - ~~~,/ ELEVATION 100.0 ~n- FINISHED FLOOR 'V\/VVV\/VV\/VVV\/VV\,1 booogooo<xxx><xnooo~ KXXXXXXXXXXXX ' ~ ?R"Sw/W$ '4, __1 3'-6~ 1 Co 3, S\-OJE'71<01/44*4 ' .:... d. i / 8.4 W - 1- ,C g < 1- PROBE * HOLDER MINIMUM | VAPOR BARRIER 2 , 4 4/ f -r ~- wUN(EU, 40 e (4 4934%5(\3/4444Â»0Â¥0*feti = ~ 72X36X16 0 WETWELL -20 k.1- - 6" COMPACTED GRAVEL E i i - ~ d ,-HATCH ~dj3 --n- -12" - 0 2 ~ 22.5**53* ~ 8 6'-2" 9,661 \ 5,5 6 8E 4'-1, 1 111.r-. IlltÂ·Â·~W=-w 0 1 OR 2'-1. 2'-6" c Annn .. CONTRACTOR IS TO INSTALL 4Â» HO' - Â»WIFY=r----70%5' \ \ C=~ PIPE TO EDGE OF RE,ER ~ ~ LWANF. 6~ -2'-11 3/4"- CONCRETE FOUNDATION DETAIL 1 J V 4- MINIMUM FLUSH UNE UNDER 100' FLUSH PIPING MUST EXHAUST TO ATMOSPHERE AND CANNOT HAVE 5'-10 5/16" NOT TO SCALE ANY RESTRICTIONS. DO NOT PIPE BELOW RIVER SURFACE. STRA.NER, WYE, 6= A/F W/ 1/8" PERF STATION STYLE: VWTP-700-3-90 TO PRODUCE: 700 GPM 0 90 PSI HORSEPOWERS: (PM) 3 (1-2) 30 PUMP DISCHARGE SIZES: (PM) 2" (1-2) 4" ~>00(>0000000000<><XX><XXXX><><><>000<><><XXXXXXXXX>0001 KX><XXXXXXXXXX - PUMP ISOLATION VALVES: (PM) 2" (1-2) 4" 1 f PUMP CHECK VALVE SIZES: (PM) 2" (1-2) 4" MAIN DISCONNECT: 100 AMPS Of o POWER PACK: 5 KVA 6" CONCRETE CINDER BLOCK EXHAUST LOUVERS HEATER: 5 KW #5 @ 12" EACH WAY POWER REQUIREMENTS: 64 KVA 460V, 60HZ, 3PH EXHAUST FAN REQUIREMENTS: Total to be 1040 CFM . A 1 19 1 * 6" THICK SLAB < < 6 ... Equipment to be installed per the . 4 CONCRETE ', ~ â€ž> 0. 1 Mfg. Specs. Clearances to CONCRETE IS TO BE ~Â¢4ne,nerTerwÂ»*2Oe2O*ritzne,a~e,ne,n-e,01 1 1-0 combustibles per the Mfg. Specs. 3000 PSI CONCRETE ---Â·/.~8.48,&&3RAVEL SUBBAS|~~aa-1*8> 1 6" Have on site for inspections. SIDE VIEW 4 4040Â«IÂ¢EXISTING SUBGFUBÂ¢>29253>4%*Â· U) LL ~41/AT/~>~/Xy/>Â»byhy/,y/lvi v,i~~~~/~3~ FWOOD FRAME ROOF LLI -J ~-48* REMOVABLE HATCH LU O ~ COMPACTION TO BE 95% 320 PROCTOR TEST <LU Â¥N RECOMMENDED POWER ENTRANCE CONCRETE SLAB DETAIL -J-J (BELOW HE)3 ~- HEATER NOT TO SCALE DSR, C) r-2.5- Je=m=J \ 1 METER. KROHNE. 4"-\ Â¥UCE CONCRETE CINDER BLOCK WAU ~-2.-3 7/16"- 1 Y I ,iv ~ ~1 ~ CONTRACTOR IS RESPONSIBLE TO PURCHASE AND INSTALL PUMP STATION. CONCRETE SLAB, WET WELL, 1 AND INTAKE PIPE. ~-2,-1 9/16Â»r L I CONTRACTOR IS RESPONSIBLE TO BUILD PUMP STATION BUILDING, PER LOCAL BUILDING CODES (CINDER 0 1 4"FLG.XEPE. DOGLEÂ® SHIP LOOSE /N ' --~ -IA 4 1 -vll r--7-Â»-40=glihi â€¢ BLOCK WITH WOOD FRAME ROOF). P '11-* -a..UFJ, - 11.11 1-iulut.U Y >\\ CONCRETE FOOTINGL_ PUMP STATION BUILDING, APPROX. 25' TO THE WEST. CONTRACTOR SHALL INSTALL 100 AMP MAIN SEE DETAIL - DISCONNECT (IF THERE IS NOT ONE IN EXISTING BUILDING); PURCHASE AND INSTALL EXHAUST FAN ~~ ~ <.~ ,â€ž~ 94 .~:~~ ,/~~~ AND EXHAUST LOUVERS AND LIGHTING. THERE IS A 5KVA POWER PACK ON THE NEW PUMP STATION, l uuuU ' WHICH HAS BREAKERS TO SUPPLY POWER TO EXHAUST FAN AND LIGHTING AND LINE CONDITIONER FOR .=== I.-Ii---9----1 1 9/16-- - 1-/ Â·Â· 20-0- POWER TO SATELLITES. - SCO CONTRACTOR IS RESPONSIBLE TO EXCAVATE APPROX. 5' DEPTH OF MATERIAL OUT OF INTAKE POND O e. -2,--~ 6'-9 9/16' 1 . (POND IS APPROX. 40' X 20'): OWNER WILL REMOVE EXCAVATED MATERIAL OFF SITE. 31 9 CONCRETE FOOTING; SEE DETAIL AM N I 99 42 f Â· 6" CONCRETE SL.AIm. ..N MIN,T ATI11 L LE"EL L , .5 8 2,0 " DR1 1 HDPE PIPE Â· 4'EXISTING DEPTH 0* 5 -N -1 3 7/16'0 - |-- 12' 4 d 52 28 11' MIN. FOF NEW DEPTH , fER SM i . - a . Li , t OF INTAKE POND ~ 1'-O"MIN CLEARAIRE FROM WETWELL NOTTOW 5 ~I~ r-D 1, MIN. C-k"li, cÂ»-5 1 STAINLESS STEEL SCREEN '6" THICK CONCRETE WET WELL- 32' DR17 HDPE PIPE, TO BE l' OFF BOTTOM OF LAKE, SUPPORTED EVERY 10' ALONG BOTTOM WITH CONCRETE AND STRAPS AROUND PIPE C 11 5 110 }IM 3 0 11 r H/. re\ NOTES El r 13ih---0 1--*Wial CONTRACTOR IS RESPONSIBLE FOR ALL ELECTRICAL WORK; EXISTING POWER IS LOCATED IN EXISTING 1 ' K: 96'mlk ~ '* CD I inOLINAâ€¢ peen es!.MJeWO JO posolomp 'peleoldnp eq Jou Iiells Ulejell 6uueedde UolleuLJO,ul Ue ~21 1nd 9 JO 9 9~-OL .# qor 1N3INBOV-I fhl0100 '>lk:IÂ¥d S31S3 # uois!Aekl ~ OLOE/9WW0 .elea NOI1 # JeelÂ·|S SIN Â·eleos j 0-%949 20 10. 0. 5 Â»00 10(0 .to. 05 m%5 247 Z 0 EVRPD 9-HOLE GOLF COURSE PUMP STATION SITE PLAN - 3 CE A PORTION QF LANg IN @COTION 1 9 AND 30, TOWNSHIP 5 NORTH, RANGE 72 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO 7 E------- 49 ~ LU REMOVE TRANSFOMER FROM POLE ~ m~ 0 1 INSTALL NEW 3* LINE IN RISER ~ ~ g \\ kl LEGEND A \\ 00.00 MEASURED DIMENSIONS l 1 1 1\ (00.00) PLATTED DIMENSIONS to Â® SEWER MANHOLE 15' UTILITY AND ~ 28 DRAINAGE EASEMENT -E - BURIED ELECTRIC PRIMARY (4" CONDUIT-4' DEEP) N hi 1 1 1 mI i 10' UTILITY -ES-2- BURIED ELECTRIC SERVICE (4" CONDUIT-2' DEEP) S SEWER LINE TOWN of ESTES PARK Name: 3.0 7->r,n 5-Arb, rr rn,~ 1 ~ t-~ EASEME Of If) 09- 170 MacGregor Avenue Service Addross: W WATER LINE ~ ~ ~ ~~~ CaCCated sy: .Za- 1 1 ) 1 MI 236 Estes Park, CO 80517 5' CONTOUR INTERVAL 9~-5331 Date: Work Orddr #: I m I 1' CONTOUR INTERVAL Â» 0 02< -------------------- FINISH GRADE CONTOURS / SCALE: 1" = 20' 6 6 1 - ) SCALE: 1 " = 40' 1 . EE* ---- BUILDING SETBACKS /1 -W#.- ... .-'.-..r.......~ ....~ ..1.1.. . '7..'........ 4.-V . .... NEW BURIED ELECTRIC PRIMARY 1 ~,;*~ !21 * 60(*/4 WW ----- EASEMENTS 0 20 40 60 Â·Â·Â· 40" MINIMUM TO TOP OF PIPE || 0 40 80 120 l -4 ~Mi . O FOUND MONUMENTATION 2252'Ill ALL SWEEPS/BENDS TO BE 3' RADIUS MINIMUM 1 ' 1 L**yhz ALIQUOT MONUMENTATION 1 0 - STORM DRAINAGE - /20*~ =*% f 36.5 PROPOSED GRADE ELEVATION . . ... . VILLAGE GREENS REMOVE EXISTING POLE. ~ ~ SUBDIVISION REPLACE AFTER CONSTRUCTION. MAINTAIN PROPERTY CORNER OR , 5.â€¢$,â€¢er , . 1 ~~~Z~=~mt 1276.13' *8901'00"E 1276 6 N8901 00 E b / '<99, ~ - '3Â· ~'~~~ri'râ€¢,Cr~ 1 -38(ON#arv ~ r 4/ 4/1.Zille.*IWIEW f A : / 2 "" r.l- , s.'..e. ~~////6~ FOUND K , 91%3~X. 6 6 J 1 601 D 1 J /2/' -- -'40*,6..fsÂ·Â· ~ CoMAL(Â·+5 6- 9 Z> -- BUILDING TO BE ABANDONED f 1 ~ ./ - EXISTING ELECTRIC SERVICE TO 251.20' 0 8" PVC DRAIN FROM i / #4 REBAR ~ NEIGHBORING POND ~ "lt .1 ~ O 0 00 1 .- ,=12 1 - 2 1 41 TrÂ» i NEW 8" HOPE . 6 -,--*.'. ~ FOUND 31" USBLM BRASS ' ~ /4 - CAP ON A 2~ PIPE ~ / FOUND 34- USBLM BRASS J b 00 1 \1 PRESSURE ONE 1 9 ~- TO IRRIGATION SYSTEM STAMPED "AP 68" CAP ON A 2~ PIPE k STAMPED -AP 69" 31 ~\~ 4, EXISTING CATCH BASIN -- ./ - 4/ . 0- (LOW POINT OF SURROUN[)ING AREA) .~. ., MEN'S J % - .0 // - _ELBOX 90.2\ 4- 12" CORRUGATED METAL PIPE , NEW PUMP BUILDING 14' 0' INVERT IN ELEV = 7487.7 ' Â·iÂ·Â· . .6/ ircia-A 1 947 6'' ~ TEE BOX j NEW 34 PAD MOUNT ~ 90.2 7< 66 + A-90.2 12" HDPE '' SERVICE ROAD ~ '+' '""~rÂ·Â·Â·â€ž :. . ~ 112 KVA TRANSFORMER ON '*, ~ 1 43. Â« OÂ· li INTAKE UNE TO J - -- ~ - Â·Â· 'Â·Â·Â· Â·Â·Â·Â·11 ..... 5'x6' CONCRETE PAD \190.27 992 7 STILUN , , ' NEW BURIED ELECTRIC PRIMARY r ronT .,2/ / 40" MINIMUM TO TOP OF PIPE 1 NEW 11" AND 4" CONDUIT ~. ~ - CUV 42 / NEW 4" HIPE FLUSH .O:/ 4/ WtoN~ME~T j'~ 91 LINE TO S LUNG BASIN Il~982 | ALL SWEEPS/BENDS TO BE 3' RADIUS MINIMUM ; BETWEEN BUILDINGS 47- 0 ,- Ovq ,4,,, SEARCHED FOR -1 SCAN,NED FEMA ~ EXISTING BUILDING TO REMAIN / FLOODPLAIN LINE, 3 0 ront,>0* Trm,5-Foreâ€ž cr )941... "I-F m CP - -I - SEE NOTE #4 ~ - 99' 14 -'EXISTING ~ /4 1,6 - * ,/ STILLING BASIN , 3 81 e :/2 STAB~N DEPAIL , \3' ugu----:0</ 11'nveMs,945 --- FOR DREDGING : c- , El I .1.-0 3.- NW CORNER SECTION 30 6/ EXISTING ELECTRIC SERVICE TO DEPTH 7 NO MONUMENT SEARCHED FOR l/ BUILDING TO BE ABANDONED h.- .H I -~ f T SECTION 19 (N89'08'00* 1637.84') 1 Â£ EXISTINC WETWELL TO BE REMOVED < . N 1 SECTION 30 1 D . 0 (1 NO MONUMENT SEARCHED FOR BIG THOMPSON RIVER 0. 70 -- , S ' 5 4, 1 SEWERL E 4#------ -------------------HM h S- 1 - 140 Â· 11. K-1 SECTION 30 NEW 3* PAD MOUNA '-s-s ' UILDING SUSACK - - DIVERSION DAM -' TRANSFORMER ON \n --- CS Eâ€¢ U TO HIGH WAIEff MARK/ 414~I,/ -9- 5'x6' CONCRETE PAD \~ / NEW PUMP ~ FLOODPLAIN ELEVATION 7489.3 SEWER % RIVER ELEVATION 7485.3 BUILDING 14'x2O' \ l/ .. / ~ _ _ 2131Â«3355 O 6% - CROSS SECTION Â·0 ,/-5 / 0 / EXISTING BUILDINGn< SERVICE ROAD CO 0-1 FOR FLOODPLAIN 0 ELECTRIC TRENCH TO REMAN \~~~~ AÂ¥ / - ~- S--- M h 242!4 27\ ir 8 242 0 - gIl Â¥A 1 giv, r - ' Â· 2 ~ E.4 EXISTING WET WELL - / V Nsk---- A TO BE REMOXED- - IG THOMPSON RIVER Setback Certificate COMPACTED FILL - -4 ' -4 -- ... Required on site at Foundation 1-4, Iâ€¢/ -*I -$-- Inspection. 8----=*--*--;*---- CD OFÂ£1 / < . ,Â¤9-- SEWERLINE 4 :. . . A. I ,/ \- 020Â«G/-- \1 ---*-I--- S.4 ' 1. I Â· IÂ· 24"* -1.- 4Â· 2 6. k / -miR2~=:=E@E.w.~-e4L SEWER MANHOLE \ 9 0 , i-3 A LA- -i<. L.1/ ..6 --n- MARKER TAPE 0, 53 4 .' '\-- SEE NOTE BELOW 04 TOWN.APPROVED ~ 8..\\ ' PLANS & SPECIFICATIONS NOTES A SECONDARY CONDUIT 5*/Al/&. / I . 40" MINIMUM SIZED AS NOTED - ~~ ~~ Â· . , .Â· . .... YE 1-- ./ 1 ... MUST BE ONSITE 1. THIS SITE PLAN IS REPRESENTATIONAL ONLY. IT IS NOT TO BE CONSTRUED to M N . 10.1/.. .Â·'.Â·Â·Â·Â·:.. 9Â·Â·Â· :Fr AND AVAIUBLE FOR AS A LAND SURVEY PLAT NOR AN IMPROVEMENT SURVEY PLAT. ~ 2 CL COMPACTED FILL - 2. THIS LOT IS ZONED CO - BUILDING SETBACKS ARE 15' ON THE SIDES AND ALL INSPECTIONS REAR, 25' FROM HIGHWAY 3Â·4-GIG THOMPSON, AND 30' FROM THE RIVER. DRAWN BY: JNIC JAS 3. ELEVATIONS ARE BASED ON THE 31" BRASS CAP ON THE STEPS TO THE CHECKED BY: CLECTRIC PLANT WAREHOUSE. THIS ELEVATION IS ASSUMED TO BE 7507.64 PER 4- PRIMARY CONDUIT 1-HE F.E.M.A. FLOOD INSURANCE STUDY IN DECEMBER 2006. SCALE VARIES 9 - 2 -r I OWN OF ESTES PARK 4. ELEVATIONS OF THE BIG THOMPSON RIVER DID NOT MATCH THE ELEVATIONS DATE: 30/4\4446% SAND OR NATURAL FILL TO OF THE CROSS SECTIONS OF THE FEMA STUDY. THIS SITE PLAN REPRESENTS 09-23-2010 BED THE PRIMARY CONDUIT - A FLOOD ANALYSIS USING CHANNEL DEPTH. THE CHANNEL DEPTH OF THE APPROVED 100YR FLOOD IS 4.0' IN THIS AREA AND THE BANKS OF THE RIVER ARE 5.6' SHEET FREE OF ALL ROCK AND STONE - 3/4" MAX SIZE /fuijding Department TALL, THEREFORE A 100YR FLOOD IS CONTAINED WITHIN THE BANKS OF THE RIVER. THE FLOOD UMITS SHOWN ON THE PLAN ARE FROM A SCANNED ~ Br--6-2:~:1144L= Date /0 -53,0 OVERLAY OF THE FEMA FIRM MAP. THE ACTUAL MEASURED LIMITS ARE WITHIN NOTE: PLACE MARKER TAPE AT 24" BELOW THE SURFACE IF NO OTHER UTILITY Building Official THE BANKS OF THE RIVER. LINES SHARE THE TRENCH WITH THE PRIMARY CABLE. IF TRENCH IS SHARED OR FOR SERVICE LINES ONLY, PLACE THE MARKER TAPE AT 12" AND ABOVE ANY 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WITH THE UTILITY TELEPHONE OR CABLE TV LINES. COMPANIES THE LOCATION OF THE UTILITY LINES PRIOR TO CONSTRUCTION AND OF TO MAINTAIN THOSE LINES AT ALL- POSSIBLE. ONLY THOSE UTILITIES IN THE AREA OF CONSTRUCTION WERE LOCATED FOR THIS SITE PLAN. APPROVED 6. IT IS THE RESPONSIBILNY OF THE CONTRACTOR TO PROTECT AND/OR planning De@Ktment 3 RESTORE ALL PROPERTY CORNERS ENCOUNTERED DURING CONSTRUCTION. Approved By:_..ss~,_...~~~~__ 7. CONSULT WITH TOWN OF ESTES PARK LIGHT AND POWER FOR INSTALLATION PROJ. NO. OF TRANSFORMER PAD. 2010-08-28 O,:INI 110lb!3cl NIVId0OO-13 0 LOZ- till 31ON 03914Â¥HO 0101-*O-Ol RSAOH DNIA3Ahln OH NVA :X 3 9926 10 1 \ ~ 10(0.09.63 4'x4' CONCRETE EXTERIOR ELEVATION FRONT ~SLAB @ ENTRY TYPICAL 3'0"x6'8" STEEL DOOR ,.., .~,, 22" SQ. CMU OPENING 19" SQ. R.0. FOR EXHAUST FAN W/ STEEL FRAME SET INTO BLOCKS-~ ,Â· 4. 1:, f 1,Â· DAYTON 3C725 OR SIMILAR W 2*10 HF#2 @24" 20'-0" 5 ; F ----.-W' 2"XE P\ME- ~O.C. (TYPICAL) FRAME OPENING 11 / .1/ I 4*00000099<a . 44_~ 2"x6" HF#2 .: . x.>Ct x_k-4 W.A.2. >12 .ia 3-1/3.... 21-9999-99911 OUTLOOKER 6" CONCRETE SLAB FLOOR ~ (TYPICAL) 1\f j~ " PLF 3'-9" Â· ~ SIMF SON LUS 28 HANGER SLOPE SLAB 1"/Fr 1 "x12" ROUGH SAWN X ~Â· MIN. CLEARANCE TOWARDS WET WELL ' CEDAR FACIA~\ LEi- DR SIMI.AR (TYF ICAL)-1. SMOOTH FACE CMU WALL 3.5'x4' AREA OF CONCRETE TO BE 7 1" FWPANCION .loINT AFTWFFN Â· 0- B \ r ~ FRI INnATIAN ANn nut i nrrAII ) POURED AFTER INSTALLATION OF PIPE. -4 THIS PORTION TO BE POURED AS-~ Â·'Â·Â· 3" CONCRETE W/O REINFORCEMENT tkt:. 24" GAP IN STEM WALL /22 FOR 8" DIAMETER PIPE / 52 4" DIAMETER FLUSH LINE-/ 2" CONDUIT FOR ZONE WIRING (SEE CONCRETE NOTCH DETAIL) 24"X10" FOUNDATION (SEE FOUNDATION AND CMU DEl C -1 r 3C 52 ds 3. ZL t2 21" COX 30 TRANSFOF 2' BURT 1 MIETERf SEE ELECTRIC BANK DETAIL-' 53 2" CONDUIT THROUGH / ~ FOUNDATION FOR ZONE-1 AXI WIRING '0 :1 4 1 0 1. GROUT CELL W/ VERTICAL #4 REBAR W/IN 8" OF ALL CORNERS. ELECTRIC BANK 2. GROUT CELL W/ VERTICAL #4 REBAR AROUND ALL OPENINGS. 1"=1' 3. INSTALL BOND BEAM ABOVE AND BELOW ALL OPENINGS. PROJ. NO. 2010-08-28 18 NOISI/\3@ EXTERIOR ELEVATION LEFT ..... :W. - A Â¥ -1 \l\\ lili i , '.,1,1 '"'w, in-,744-f..." rnir . C. = 11 1 0 ...0 * - 0 ... . 2 0 - 0. 0 h - 1. 31. . A .. . A - .0 ..0 I * * 0 ... .0 - 1 - + I ........................... ......0 - . . . 1 1 0 . . .. a . 1 . 0- .. .. .... -' I . a .. . ..-. I.- . .... . .......... ./ . I -Il . 0 1 0 1 00. . 0 .... ..... I . .-. 0 : ib .. 1 -- I . 1. 0 - :: .......00000.0 ....0 0 1-2=-: m 01 0 0,1 ' 0 ' 0 1 0 :1 :. . . 1 e . 4 -1 0: 0. :&' 0 1.I :1 0. 4 - . . .. I.I 0. : kt.j -- 1 0 . 1 .1 - 2 2 1. 4 0. 00.0.0.00.0.0 0.0.00.00.00.0 ...... 17 0 1 .. 92=9 .-a; 11=11 1LEE . 0 0 - P A . to. 0. 1. =11. -11- .0 - 1 - I .... .. 0 I - 4. 1 =11= 4 .11=11* 0 - 1. -=1: =1=1 : '. I. . 1 - IL . 1 0 0 01 L=~ 1;ihE . 4*=00 .. . , D . 0 D -0-* 0 11 . 0 - 0. 0 0 - . .. -: . .. 0 0. 0 0 2*ze dill Ilm; :-,1-P =lili ,... . 1 11- . 0- .. . . I. 1 01. 1- I .1 . .. liE . 0 - 0 1 0 1=11 . 11=11 0 ./ ./ 1 .1-0. . 0 6 0 0. .. 00 0-0 1 1.- 1 1 - 0 1: 0 1 : :0 -1 ' 0 '1 i I :A . 0 0. 0 1 1 . - e . 1 10 0 40.-: .4 01 - . .4 1 1 :9 I I. 4 $ 0 ..0 D 1 0 , 0 , D 0 444 i , 1 -1 A/4/. yopâ‚¬ 2 - RM M RD SHE LTERS f 9-Â¥#4_ - EEVELED 2 X 10 - - 2 - 34 0 EOLTS \ =r MED/u,4 CEDAR-~HALES- t*'.Rf LAC.Â£16Â» FELT â€ž-/*6 REDWOOD 65(,A - .. - 2 X 6 -NG PINEr . , of 40+ r 5/bE 346 6, - 4 Tat'ff~ Ar Pire 9*93, 4~ . -~82=. %231 2.--03 f.fl a i i.. 2- *16 &01 <D/ .: 4 PROPOSED , .sx,z ' 0, 0 By........-.......... i BE:tig Gmilii ./ . UNREE SHELTERS --- JUN 17 1982 4 7,9" /8 16 douRS E /080 S. S. Va/N 3 X FIL 1 f...-2=A/.224'~D<~~FARWA% j-, .. 4 57/EL GUJSET ,Â£Â¢ ite *.'t: *Up Ho#g :f. WEUÂ£tb -704â‚¬TME L .. 9 *OLE- Caugs&- 480 89 5,6,(PmN Ava-. UÂ¥ 285*#Af 0% 226?AL hÂ« . 0 , . : SETWEEN *6 GREEN #,b *9 MaNs' lEE INTo 'EA.AEcl-*f __M,LLERY F+2'RAC.K EuthzÂ» tlk. - 1773 MADARE Rk. il 0.1.. EsTES PARK, (bLORA 00 -- _- /7 JUNg ,/981 3,6* 10.4/ I .t' . t Â» 2=76 Received Date 101 o. Jo. cy Town of Estes Park ~~e Permit Number FP-4002 7 0 Received By Ott/1 Application for Floodplain Development Permit Namedi App\\cant E-s::L,_ P.,# L : A.,0-r.3.5'Â·~1; A .F P.k j>:Oate 9 50/20/0 Ur Â·J Address 600 15 -34-30 TO-7 tÂ»De . Phone .975(9 -6/ 7/ Location of Proposed Development 7-/*k (go// 6Â£. rg -- Description of Development: Pe,&<*00â€¢t-,40Â£-ek,0,6*e /1.11 6-60.0.- (reJdential, non-residential, mobile homJ, ~5ige ~ity~gossing, etc.) t&wit 4,-c,A'* 1.0 (Itar- e Rk et- tta- 15,STim*,<030â€¢,#t~Je J NOTE: Attach to the application the following information where applicable: Plans in duplicate, drawn to scale showing the nature, dimensions, and elevations of the area in question; existing or proposed structures, fill, storage of materials, drainage facilities; and the location of the foregoing. Soecificallv the followina information is reauired: (1) Mean Sea Level (MSL) elevation of the lowest floor (including basement) of all structures; (2) MSL elevation to which any structure is floodproofed; (3) certification by a registered professional engineer or architect that the floodproofing methods meet the community floodproofing criteria; (4) a description of the extent to which any watercourse will be altered or relocated; and (5) base (100-year) flood elevation data for a development or subdivision greater than 50 lots or 5 acres. The followina is to be comoleted bv the Buildina Official , j The proposed development is located in the Gf Floodway El Flood-fringe The Base Flood Elevation at the development site is: 7 482 3 feet Source Document: PIA(4 87 *P * 0 K04.3 Clt)94 F 4 FTS PaÂ©FILE gl P Plan Review MSL Elevation or depth number to which the structure is to be elevated: feet MSL Elevation or depth number to which the structure is to be floodpropfed: 46 ' PERIiÂ»BtLOSED r--1 -; -~ APPRGVED All necessary information and certificates are attached. LJ Y as Ll NO Date O EXPIRED_ INOT APPROVED) Dite ACTION OWITHDRAWN-_ - Date 4 The proposed development is not in conformance with applicat ~~66@laiA Ma-naemenl~ Standards (explanation attached). Permit is denied. -7w--Nm---2=-iri, .0 4 The proposal is not in conformance with applicable Floodplain M,nagement Standards (explanation attached) and the application Is referred to the Board-BTA*isinient for variance action. * I have reviewed the plans and materials submitted in support of the proposed development and find them in compliance with applicable Floodplain Management Standards. Permit is aooroved. 276)0.06 : do CGM Date Signature Building Construction Documentation Received The certified as-built MSL elevation of the lowest floor of the structure is feet. The certified as-built MSL floodproofed elevation of the structure is feet Certificates of a Colorado registered professional architect, engineer or land surveyor documenting these elevations are attached. O Yes O No Certificate of Compliance Issued: O Yes . O No Date Signature ope' CE cO py Received Date 1/6105 Town of Estes Park Permit Number 7735?D Received By 97162_ Application for Building Permit Department or Building Sarety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 General Information (970)577-3731 â€¢ Inspection LIne (970) 577-3731 " FAX (970)536-0249 Job Address: 6% % j 1--6 v 1 50 4 4,Â£,N q -e- Lot Size: sfac Lot: Block: Subdivision: Parcel #: 25/93-5/-943 Owner Name: 6545 f*-1 1.01 -2-e- c--m-eÂ«_4-, 80 ,6#26 Aklk,Aone: 574 - f /9/ Address: 693 23,9 74'tyÂ·s#/0 6565 /9-2- , & (b Wa 591 (Stred) (City) (State) (Zip Code) Contractor/Applicant: 54)-1 E Town License #: Phone: Address: i (Street) (City) (State) (Zip Code) O Residential ,~Non-Residential ONew Building OAlteration OAddition,- SHELTER 70,4 6~5 - Bu~!dingÂ£/Aft. Type: Proposed Existing Construction Occupancy Occupant,- Use: Use: C - A Height: Group: Led:-Â·--- Nunib=of weber or Number or Number of Number of - . Units: Kitclar--_. Stories: BÂ¢drooms: Bathroornsi. --FaiN 3.,4- 1/2- Fireplace? Gas Logs? -7'ype-4.Mi~t A/C Electric Service: # Meters glcetrteibverhead Water Meter Y N #- Y N Gas Electr-R>~ Y N Size: --- Undetground Size inch # Temp Meter Y N bleters ~ Garage (Detached/Attached) Basement (sf) 147104 2nd Floor (sf) 3rd Floor (sD sf Fin Unfin -%<i* ~titlfi,% Fin Unfin Fin Unfin Porch / --- Deck ~ Carport sf Roofrd. -- sf No Roof sf sf (Proposed Use: ) Storage . Master Plan Number: Fire Suppression Total Valuations (Labor & Materials) ~' Address: System .Y N s 5,0Â©0 ' DesSibe WorWList Options: Electrical Subcontractor 5 NE & H 6Â£319 A O N 1 Al< 6 E 4 715 f N ) A- CO (- F LouttlE Plumbing Sutcontracior h]/ ft 1 certify this application is true and correct and agree to perform the work described according to plans/specificationslubmitted, reviewed and approved, and comply with local ordinances, sure and federal laws as well as building codes. I certify that I have the property owner's authority and permission to apply for this permit. Additionally. I UNDERSTAND THAT I AM RESPONSIBLE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECTIONS AND OTHER ~ FEES ASSOCIATED WITH THIS APPLICATION. Date /- f' 0 4-0- istaff Comments: Application Information i Fe#ER,1 Apaiuy Approved Disapproved Fees \Â¥ E V FÂ¥& 0 Public Works Water No PRES Light & Power Planning Building Setbacks Front Side Rear Plan Re,Â·lew Zoning Hazards Census # County Tix Geo Wildfire Flood Certificateor Occupancy ~ Building orricial >f/&~47*i~,**4 Date /4725 -Total No--FIES I , Town of Estes Park Information for Building Permit Application Job Address: New structures will have numerics assigned by a Building Official, please call (970) 577-3722. Addresses must be displayed in such a manner and position as to be plainly visible and legible from the street accessing the building. This includes during the construction process. Legal Description: (Lot, Block, Subdivision) must be provided, and will be verified by the Planning Department. Owner: Town form for owner's permission is required for all commercial additions and remodels. Contractor/Applicant: The contractor shall always be the applicant, and can also be the owner. The contractor / applicant will be notified when questions arise or when the building permit is ready, unless the Building Department is advised to do otherwise. Town License #: All service providers, including subcontractors must be licensed by the Town Clerk. Suppliers do not require a Town license. A Town Business affidavit form must be submitted to the Town Clerk's office prior to final inspection. - Residential: 1 and 2 family dwellings and their accessory buildings. Non-Residential: All structures not associated with 1&2 family dwellings. IJse: Accommodations, Dwelling, Garage, Retail, Restaurant, Storage, etc. Building Height: From original grade to the highest elevation of the building. Construction Type/ Only required on stamped plans. (State law requires all residential occupancies with Occupancy Group more than 4 units, and all commercial occupancies with an occupant load ofmore than 10, to be designed by a Colorado Registered Design Professional (Architect or Engineer). Kitchen: Sink, stove, refrigerator. (microwave & small refrigerator does not equal a kitchen) Full Bath: Water closet (toilet), lavatory (sink), bath tub. 34 Bath: Water closet (toilet), lavatory (sink), shower. M Bath: Water closet (toilet), lavatory (sink). Carport: Open on two or more sides. Porch: Roofed.deck, patio, etc. Master Plan: Original plans for a model to be built repeatedly. Fire Suppression System: Automatic sprinkler system, etc. Valuations: Selling price of new construction, minus the land value. The contract price of additions and remodels, etc. (includes labor). Signature: Applicant or representative must sign when the application is submitted and accepts responsibility for fees if services such as plan reviews are provided. Electrical Subcontractor: State laws have specific licensing requirements for electrical and plumbing work. Plumbing Subcontractor: Only occupant owners working on their primary single family residence are exempt. Four (4) site plans and two (2) sets of construction details/plans must accompany this application. Revised - 3/12/2004 46. ' :, :-r Â·*R V./25/2005 13:28 9705771147 ESTES PARK G.C. PAGE 01 M . 1: ~ WOMENS'HOP 8 1 9|3|2|7|5|6|4 ~ | Boding. Snack Barâ€¢ Loungeâ€¢/ Present this Scorecard 1 DATE: . SCORER: Buy one beer and get one FREE ~ 1 ATTEST - 12 Beers onTap â€¢ 14Â£ Nue Menu i. U. 1/2 mile aouth of the Holiday Inn c lif' i lili -1 4\ i~--TIO.B---_U , 5 (44,4~v-@~ 14 1 06:TE! VALLEY I , oÂ«-~ ~ O 0 142 Ilk RESTROO~[Sy<4: ~ ' ~1 1 RECWEATION und PARK D TRIC 1 , 1 1: ~ 1,K 1 01 11 L , 1 4 E 6 <-1 i r ? i :1 1 ' 1,1Â·fE / PA \ \*Is / (Ek \ 1 li 1//42 41- 1-<\ ~"deS W p 1 \ Ske,lte.ps g - 1~2\ 24 3 94 fe 3 + 4 l'i Â· ~~~ sit l \\ 0 \ t\\ i U <27, \6. 0 6 C'j Id \ 1 i r >46/ 10/6v 8 1 :?Aa i --=1 PRO SHOP / 02. -Lli?-/4'' lV i Lake Estes 9 Hole Golf Course 1 690 Big Thompson Ave Pin Placements ~ P.O. Box 1379 Red Flag - Front 95 - 1 /1 A na - i M 'AtkI+a Clan . AAirlrilm 110Â·.4,104 -AUâ‚¬ ,- --9b,4 . c ..Â·Â·14Â·04mf 736**4.46- +27ae '~P~' 2 .7... ' 9Â·,9Â·rrl-:â€¢,m~ . " APPLICATION FOR SIGN PERMIT PAID CHAPTER 17.660FTHEMUNICIPALC0DE N? 1805 JAN 14 96 TOWN OF ESTES PARK 1 4 VALUATION bODD te_ SIGN CODE TOWN Ut Fu- 1 D me ESTES PAR) Building Department DATE-ITA,3 14,) 1 4 SIGN 69 5 -2)74:-01*6*,7,=ik AK SPECIFICATIONS ADDRESS SIGN DIMENSIONS $' 9 1, * 1 D'6" Puff a#BE LEGAL-Ah* 10'r- 4/ â‚¬3pwz..ty''~ark, LOCATION 1~ \O Q-DANBL PP 1Â¥1.159:K \ DESCRIPTION SIGN SKETCH OWNER Ir,726 1422-84ALÂ£*Â£~ZÂ»~f,r,/1- t ADDRESS 11* Bot }2579 PHONE LESSEE ADDRESS 49/Ezz Alrd-*0 PHONE SIGN COMPANY 29**'632.~ ADDRESS PHONE FIRE ZONE 1,2,3 USE ZONE (1,~ R, R l, R 2, R 3, I l LAYOUT OF SIGN LOCATION SIGN CLASS Fll-j,kio,&Ii.ub, 13 G CLASS OF WORK NEW P~ ALTERATION 1 ATTACH CLEARLY LEGIBLE IDENTIFICATION PLATE NOT EXCEEDING 15 SQUARE INCHES IN AREA TO SIGN, STATING THE NAME OF THE PERSON, FIRM, OR COR- PORATION RESPONSIBLE FOR ITS CONSTRUCTION AND ERECTION, WITH INSTALLATION DATE AND PERMIT â‚¬=:E /7170*b NUMBER THEREON. ELECTRICAL SIGNS SHALL BE MARKED WITH INPUT AMPHERES AT FULL LOAD INPUT. I hereby acknowledge that I have read this application and state that the above is correct and agree to comply with all City Ordinances and State Laws, regulating building construction and zoning. f permittpe 05,:. 43% >Â£ By ~<L.32 6.e--1.1-L. --_- Approved Â»464 14,2Â»- Budding Inspecltor The Building Department will make every effort to prevent errors in your application and permit, but cannot be responsible for your failure to comply with all Building, Zoning and other applicable ordinances. . Mt.. *86~'*A /5 /-3 l 741 g / ALJ \30 k e '540 0904 -7- 1/ - 0\6 - / - / 9* br -800 1>A - / .-- 9. / -- -- 4 1 0 0 . J 25 , 1/ ' IC O . / 14- X 7495.0 .. 9 1.-/) 7497.5 X <2>00<> % -TEE#*- 4 r.. 6/0 /0- 1 NLEY / C /) S hl / 24. 1 '\ / 3 9+~9 1, / 1< 1 / U GREEN ,~ Ute-/ //6- *.----- .Ii-..Il -Illil .0..lill - / K-->a: Â· ' ~'~~ X 7495.0 /2~_-a I g *0 g f APPLICATION FOR SIGN PERMIT 1 - CHAPTER 17.66 OF THE MUNICIPAL CODE N? 1977 TOWN OF ESTES PARK VALUATION 62 87 #' SIGN CODE FEE )4 fA Building Department DATE JAN JI I Creâ‚¬ SIGN G 9 0 -Z , 6 -7-/400)'120.J SPECIFICATIONS A VIE ADDRESS SIGN DIMENSIONS -9 'x â‚¬ LEGAL P~â‚¬ 0.0-7-4 s.rAA,/â‚¬1 LOCATION fu 60 1,0 <A) MA o F Ague, DESCRIPTION m Ir,Ut Ns SIGN SKETCH OWNER (53-7-e.1 V'Â« f teq 'E*...2~ PAAR 2 J.J. t /4 1172 & H â‚¬0 ADDRESS 2 6. 2Â« / 3 79 PHONE 919( LESSEE ADDRESS PHONE SIGN COMPANY OVJ N 6,1 ADDRESS PHONE FIRE ZON E 1,2,3 USE ZONE Cl, C2 R, Rl, R2, R3, Il LAYOUT OF SIGN LOCATION e SIGN CLASS :S--Ck-4 /1.-Pr A t. #Ba p ters FE = 7-A NA'N L CLASS OF WORK NEW ALTERATION / ATTACH CLEARLY LEGIBLE IDENTIFICATION PLATE NOT EXCEEDING 15 SQUARE INCHES IN AREA TO SIGN, STATING THE NAME OF THE PERSON, FIRM, OR COR- PORATION RESPONSIBLE FOR ITS CONSTRUCTION AND ERECTION, WITH INSTALLATION DATE AND PERMIT NUMBER THEREON. ELECTRICAL SIGNS SHALL BE MARKED WITH INPUT AMPHERES AT FULL LOAD INPUT. I hereby acknowledge that I have read this application and state that the above is correct and agree to comply with all City Ordinances and State Laws, regulating building construction and zoning. Permitme 194<. D,ir,eut C )11 U v By ~ ~6-0/r~ Approved 2Â» -- Building Inspector The Building Department will make every effort to prevent errors in your application and permit, but cannot be responsible for your failure to comply with all Building, Zoning and other applicable ordinances. a 42 3Â» j ... -*5 560 'OV 820 741 dor - CV '540 963- 800 - / â‚¬Z> 6. / 0. / \ 25 l// /. : 1 2 ,-~0 / 1 *'C .1 .. . / $ J.3 -........ .S X 7495.0 C TE 2.-*. ,.2 -;~7497.5 X 0 4 3<Â·t. i: 690 < f-.-/1--*I 610 - I. OT I . C 1\ ./., N Â¥ / \ GREEN ~1 - \ 1 5-7 1 204\Z r, \ \ ,/0 ~ X 749 50 0 . 1 1 '\ 1 1 d ji 1 *-tff 2 - SKI RENTALS WINTER GOLF OPEN/CLOSED OPEN/CLOSED CONDITIONS HARD PACKED 1 Y 4 1Â£ 1.Â£'ece/ h :2-1- y.i TOWN OFESTES PARK Building Department ..4:0*75 f- 4, TO - 4- 3459 ~ Valuation $ 3 4,/ 0 /90 BUILDING PERMIT Fee .4 4) A -475+6Â£0 I .1, Dam /1,1 a, 74 1904 -\ Building 4/9 0 ?A 8 -rf--1 De,wp<uj f)-1/2 SPECIFICATIONS Address ~ + Foundation 1 Material Exterior Piers Foundation Wall *53 22-:. Legal Description i. :52 9 Â£-/5, ,- 4-1-,44/Â£'' 4.,M,>*t:fp~~ 5: Footing 1 4.772 4 X X X Depth In Ground Material Size Spacing Span Plate (Sill) N AME K -3 049 ..1/7 k n Girders , f Joist - 1 st Fl. - 13 0. )307. -)394 Joist - 2nd Fl. NAME Â·~ .29 7 21 K D Joist - Ceiling Address 47 -1 Exterior Studs 1 9 1 -? Interior Studs NAME i Roof Rafters 6 E Address m C I m 8 State Lic. No. / Town Lic. No. Bearing Walls / N / kl ~~' ' Covering Exterior Wall / Roof NAME Interior Walls Reroofing 2 f Address Â£ 8 State Lic. No. /43/ 4,7 Exterior Sheathing Roof Sheathing Town Lic. No. Vents and Flues Insulation Type of Construction I FR, 11 FR, Il 1-Hr., 0 Zoning Information 11 N, Ill 1 -Hr., 111 N, IV HT, V Front Yard Setback Occupancy Group A, B, E, H, 1, R, M, Division 1, 2, 2.1, 3, 4, 5 - Side Yard Setback Rear Yard Setback FIRE ZONE 1, 2, 3, Flood Plain Check USE ZONE (1, '(2, Rl, R2, R, P.U.D. Approved ~ Disapproved CLASS OF WORK Comments 6-A-209; . Â« 77221? >-.1 New V Demolish 1- A A J By --1-r, ./ Alteration Repair Date '7--- -1 - U>'4/ Addition Remove I hereby acknowledge that I have read this application and state that the above is correct and agree to comply with all Town Ordinances Use of Building R r 1 -IMLE A and State Laws, regulating building construction and zoning. Perm\ttee ,.f> A-TÂ·' /:>- COL/3 Size of Building Floor Area Height , ,-3 By (LE;14â‚¬/C,4 k' Ad /0 ~f-/ No. of Rooms No. Families No. of Baths Size of Lots 1- ra Z.f.4. No. of Buildings ~ Building Inspector No. of Floors Now on Lot By Use of Buildings Now on Lot The Building Department will make every effort to prevent errors Certificate of Occupancy 012 in your application and permit, but cannot be responsible for your failure to comply with all Building, Zoning and other applicable ordinances. Builder Owner I I 6 I 1 . I 1/ ' U , - 'â€¢ Alâ€¢, ' ; , 1/ ,.t 1 . 1 -/-, ' . , U'V'fe'' ., dl Pt', . 1 â€¢ 4,~4 -4, .1 -,t:- r.47'~ *.gu:r': :31:37' . 11 + ' ... (.3-Â·,~'~F.fii:,;felit}~~4:.9 :..:..54Â·j :,ceÂ· Â·,Â·ti :'Â·:9,-Â·,~i.> r'. 4. 7,72 ..,r: 1 6 1 , I - I -I: ...'/ ./ 4 ... I.# I' ./ ' ,. Â·,Â·iNet'~~U j -Â·,.M,W;-Â· 15';4'K'lÂ·~. 1-,* , .,44 1 1. ; . i , . 9 4 -,Â· '.--6 ., 4 t~ -:0'.~: 1.1,,li, .4 {3/*5.30210~~,16.1':.i. .,4.- 1, . p . 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I.- 1<*E PLATE 1,PLANPROFILE KEUFFEL & ESSEP CO 4 1 - 5 - ' 48 7004 MADIE IN USA, 4, . 1-- 82 - 9 -/1 Il ''1 -1 1 1 - 1 1 , - - 22_-- -- -- --~- - 7495 - - ---Ut-- -'- + ----- --- - --- - - -- -- ---- 111 , i 1 , + - 1*0.,Ap C YetCAL-l ~~~~ ~~~- ~- 1, 1 1 - - --lif - , 1 1 - - 1 --7 1- - I 1 - r- --2--4 --- .--- '---- 4, I I b -4 1- 1-- ---- -- - ----- -- -- --- - 1 - - Â¢ - 1 - - - p - --- - 4 -- I 1 F 1 - 7.190 -2 --- -- _ - .... - -- - - ---- P k 1 8 4 A DATE =,ri-2=70-F .7'317SFEy'. . Â£ DATE r.. Received Date 10- 4 -03 Town of Estes Park 4*~0P rmit Number 7197 1 Received By 50 Commercial Application / Building Permit 1~0~ , ' Department of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 44,/0 51 3- 8 6 General Information and Inspection Line (970) 577-3731 ' FAX (970) 586-0249 â€¢ www.estesnet.com/ComDev/ Job Address: _210 |~ 19-~A-oÂ·-9 A-,r ' Adi- Lot Size: 1% 9 l SED Sh-& Jiycc-de,1.25, A d. 4,4-%'arl, l,=t.2. Lodu- \.,ic,%-4 , 1-4 55 QifIG~kid#~4,e0~5#4RtÂ£364 i per- Art Vtâ€¢,4 Lot: 4 Block: _ Subdivision:L.Â« Elru. Ct.,6 Lov:,2 ~ An ,NA .AJ )~ r'-C.e ! 10 - Parcel #: 264Â£+6-1 15 1 9 351 9 03 A,C. Owner NameEGE.s \Ic*uxy E-uu- Atio.-1 4 PAR-L tb 1 &-r 14Â«7 Phone: (970) 9%6 -%19* Address: 6,316 tog. 3-to,-pr.-' Aut E gs h FAP Â¢ CO Bos'-9- J (Street) (City) (State) (Zip Code) C- Contractor/Applicant: C - o r r A p--Cr e>,1 L 2 Ab(k : rd ELD-, -01. Town License#: 113 phone: 910 - 9 86 -245% Address: 169-2.- D ,-4 -7(1,â€žpsÂ·,Â«~ AÂ·de- L m.5 ~Lk CO %O% 1 -2 (Street) (City) (State) (Zip Code) The Following Applies to New Work Only - Complete all that apply: C]New Building [1Alteration [EAddition Building Use(s) Existing: ~ Proposed: ; # ofUnits: ; # of Kitchens: ; Master Plan #: Sewer: MEstes Park Banitation O Upper Thompson Sanitation Â¤ Private Septic - Requires Applicant to first go to the Health Department. Plumbing Involved: [F No O Yes - State and Town Licenses Required; Plumbing Fixture Worksheet Required. Fixtures: Â¤ Add O Relocate O Replace O Demolish - Sanitation Required; Service: Â¤ Existing O New - #of Meters: Meter Size: inches Tvpe of Heat: Â¤ Gas Â¤ Electric O A/C Building Height: 2 30 ft # of Floors: ) Fuel Gas Involved: Â¤ No Â¤ Yes - Qualifications and System Sizing Required. Fire AlarniSystem: Type: Â¤ Natural Gas O LPG # of Outlets: Required: [FNo O Yes; Electric Involved: Â¤ No-0.Yes - State & Town License Required. State Permit and Inspection Required. Provided: O No O Yes; Circle: Overhead or Underground; Temp Meter: Â¤ No C Yes; A,00 u .*Â« Fire Suppression System: Service: O Existing O New - #of Meters: . Meter Size: amps. Required: El No Â¤ Yes; Provided: D No Â¤ Yes; Des,*e Workl Total Valuations (Labor & Materials) +Now Forol, raoF, 4| in646 od fooâ‚¬ to ek:*:g f retâ€¢6 s qo ,000 I certify this application is true and correct and agree to perform the work describecfaccording to plans/specifications submitted, reviewed and approved, and comply with local ordinances, statan<federal laws as well as building codes. I certify that I have the property owner's authority and permission to apply for this permit. Additionally, I UNDERÂ¥EAND THAT I 1% RESPONSIBLE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECTIONS AND OTHER FEES AÂ®6CIATA) WIT*THIS APPLICATION. Â£] Contrahor 1 j Â¤ Owner O Tenant signat,{ft--x ~~I~2-~~~ r.---~-- Date 1,1 4 ~0 6 Print 141arn~~~~~Lks-z- Ira $ p rl.ID 'Â·.Abl-_. Job I)~scripti~: ~ Application Information Applicable Code: \.J Approved Disapproved Fees Public Works Type of Construction: Water Occupancy Class: PEEO Light & Power Occupant Load: Planning 11-15-95 1 O - ./1 8. C - Fire Department Variances: Building 1 1 ij V/ / Setbacks 'fredt Â·CES' 1%~ ts' i n (4%Â¥ :~,1 0 RikÂ·,flaR~~iew HÂ«ar*-, Census # County Tax %ertificate of Occupancy ~dild*-omcia~C;3237-- Â» (1,1/i 1%w95 Date Received Date e.. Town of Estes Park Permit Number Received By /- 1. Application for Building Permit j Department of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 .0 General Information and Inspection Line (970) 577-3731 * FAX (970) 586-0249 * www.estesnet.com/ComDev/ Job Address: Lot Size: sf/ac Lot: Block:- Subdivision: Parcel #: Owner Name: Phone: Address: (Street) (City) (State) (Zip Code) Contractor/Applicant: Town License #: Phone: Address: (Street) (City) (State) (Zip Code) Approval on non Town entities is the responsibility of the permit applicant. Please obtain the appropriate approval(s) of the following authorities, as advised/highlighted by the Building Official. Each authority will have its own requirements, policies and procedures, and fees which are distinct and separate from Municipal requirements and fees. Permits will not be issued prior to obtaining required approvals. 1. SALUTATIOIN DISTRICTS GH.Jpper Thompson Sanitation District COMMENTS: U Estes Park Sanitation D New Construction D Adding or Vacating Plumbing Fixtures Â£ Adding Square Footage to Existing Building Footprint U Adding or Vacating Septic System 1 0 m spFOil Interceptor~/ Grease Intercgptpr 4.;3.TKYÂ· :222'â€¢90 '.4 le.41 4.,u 44#.'i-Â· Â·4,~,.1,*51 fetÂ·N hri Â« ~- ~11~14.s'L Approvea , v Date ((- LS--05 54- COMMENTS: 2. LARIMER COUNTY HEALTH DEPARTMENT Â£ Commercial Food / Drink Preparation U Alcohol Sales (On Premise) D Day Care (6 Or More Children Under Age 18) El Septic System El Sewer Lift Stations El Public Swimming Pools / Spas / Hot Tubs Approved Date 3. STATE ELECTRICAL BOARD C New Construction with Electrical D Addition / Remodel with Electrical 4. STATE ENGINEER D Water Well 5. STATE DEPARTMENT OF REVENUE El Tax Exempt \\Servera\Comm Dev\Building\Forms\Applications\Building Page 1 Revised 09/21/2005 - SA ROOF SHEATHING (TYP.) 5/8" APA RATED SHEATHING, 40/20, ~ #' 4 A - EXPOSURE l. NAIL WITH ed @ 6"oc lie AT PANEL EDGES AND Bd @ 12"oc flo c AT INTERMEDIATE SUPPORTS. 4444 11- 5 29922 22 BLOCKINe H3 ANCHOR EA. TRUE Uff' POUBLE 4'-0 PROM CORNERS ~ ~ CE Xh......-19 NEW h'14x30 IN/ 2x NAILER n FULL WIDTH OF PLANGE 41 -/1 - ATTACHED W 0.145"Â¢ -â‚¬ . DRIVE PINS @ 16"bo, 100 /r- - El/4" STIFFENERS STAGGERED EA. SIDE OF KIES FIELD ESTABLISH < -!><1 . T.O. STEEL - (E) 8" PURLIN Teztx4xl/4 STUB IN/ - El/22720'-10 GAP ROOF DECKINS AND (4) 3/4"4) BOLTS ~A A f 1/4. v -1---~ 12Â«-7 ~ (E) BEAM 1/4" 1/ FIELD VERIFY 1-23-- i ' T.O. (E) COLUMN ~~- , ++ CUT EXISTING PURLIN TO -- INSTALL COLUMN THEN CLIP -,3- TO COLUMN -7,-li (E) COLUMN - 1 4 ELEVATION (E) INALL DECKING - , 'LO. , * 4 FIELD ESTABLISH ~ T.O. STEEL 00 00 7 BEE ARCH'L., 0 0 V ' STD. AISC BHEAR CONN 2-2 - W MAX. NO. OF 3/4"0 --- BOLTS @ 3â€¢00 | - BEAM, SEE PLAN EAVE SECTION 45/ 3/4" = I'-0 v Project Date ~ Nicol Associates, Inc. Estes Rec District Building \0/20/05 Client Sheet Consulting Structural Ingineers T M Beck Architeots 2770 Dagny Way, Suite 202 Laiayette, Colorado 80026 Job No. 901 ~ P: (303) 665-0090 05204 F: (303)665-1211 www.nlcolstruct.com CopyrightÂ©2004 Nicol Associates, Inc. Drawn By LAT fa 42-*t FIELD ESTABLISH ,-, IDE I . . I 7 .171-- - . 9, , 7.. .....r--p ...1- 7. . :/ 7 . - I . 0 '#497-~~LI'/2 / ~ 7,â‚¬ F T :i.ir I . I - .1 . . . 1 1 r. 1 , . . 1 : }. ./ . ' i '' ~79t>-1 rt .-,Shed Â»dex ct U -CZ -05 1 .A Ffi--2*4' w'-1 $4- 43 6< PL4-.â‚¬.s * I. 1 , 1 . (*) vt, ba-2 6-- /00Â¥Z)>520- ARCHITECTURAL L '' ' Alla 44147 - 4 E-d deâ‚¬J , . .. I. . ' -1=11 A-O , TITLE' SHEET AND SHEET INDEX A-1 EXISTING AND NEW FLOOR PLAN , Â· , A-2 PROPOSED BULDING ELEVATIONS A-3 ' EXISTING BOILDING ELEVATIONS Lake Estes Golf Clubhouse A-4 1 . BUILDING SECTIONS AND DETAILS ,.i -. Â¢ A-5 WALL SECMONS ' . , . 1 1 , 1 1 1 /If U'. , , 1 I Exterior Re model - SITE NFORMATiON S-1. SITE PLAN r J. 1 - I ' . Estes Valley Recreation & Park District , 690 Big Thompson Avenue , A I J , 0, Estes Park, Colorado 80517 BUDNG AREk adsthg - 150 SQ. FT. r 1 U.S. Department of the Interior Bureau of 'Reclamation Go-Managed by: \ -metes Valleu Bedreation Â· ard Park District 690 EMA TiGrhipson Avenue I \4 Estes Park Colorado d0517 ' , 4 1 fl rl X#$: , - , ' L Stalley.Galâ€¢gle'4. Exacut|vd Diredar 6, ' i '"'il 11 1,1/'mr 1 11 , 1 1.111 .1 H '11 .1 11 '1 1 1 11 '01 1 1,1 111 1 +11 1 11 -11 1 1 , 111. 11 111 1141,1 I 1 1 I 1 1 . . 0 . .,, I. 1 0 'i Legal Description Â· . t: 1 Zoned as commercial outlying and designated as . 4. 1, 9 v 5 - . b 0 94 Of a portion of the South 1/2 of Section 19, apen space by the Town of- Estes Part 1 - 4 Township 6 North Barge 72 West of the 6th. P.M. . -- Town of Eates Park, State of Colorado ' ~~~: ; Moves: - . Larrmer- CoG,ty Parcel Mmber, 2519336904 . General Notes , I , 1. Â· This sits plan is representalortal onl ard is - s I. ' 4 . ~ not to be constrved :as a land survey ~at; ' 1. The contrastor shall be re;paBIble For the lodations + ,. 'nor an Impmvement survey. plat r , â€žteÂ¢tion of 011 existlry utlitles shownÂ· all existing $~ 0 - . utilities het ahown- these plans, Â¢ all proposed utilities. . , . 1,- Th* exlating Utilities ehown have been plottedlittm available Â· '. 't , 1,-*latlon Go,tractor Bliall centat rÂ·epreae,tatives from , i 1 , ~ the: remettive utility dompalles to have 411 Of peltâ€¢ otilltle ' - ' ' Â¢ faclittlee located prior to coretrâ€¢uctlon. Alt exletirl# utility ' - 1 1,78 16*:â€¢tions met be ver}Fled by the Ccontractor. ' It Is the ' . plans' Intent to show all exlsting utilities. 11owever, Ib shall ' ' : 2 be. the Goritractor's r~oortelbl114,to sati himself that all 0 Â· ,Â¢,det!, wellitle. MA~Welâ€¢ shown ort theae:~Pe or not:have . ' ..-, Existing Parkinq Lot bdm properly located, ard Ch:Iva . . , 2. Confactor ehall mfotect all actjacent Imprownerts from ' dah,aae and ereslon at the Cotractor'B e . All the O dlowfb=.arcao nhall M r=tored to 8 ml~of thair 2 ~ ortainal Gonittlon at thÂ¢ CÂ·antractor'a expgrr,e. 1 11 - 1,1. .1 111 1 1 1 1 + I , . r .1 1,1 u '41 0 r' 1 1 1 ''1 1/ )] lili' ! l. . 111, '' 1 1 '1 '11' 1,1 1 3. The Co-tor shall obtain 011* receseaty permits to %\ , 0 , state *d, federal regulationa Â· carplete the proposed woric ald shall Ganply with all 1000, S 09'24'30" E . %.\ 4. All materials * tonst,totion shall be conÂ¥1Â¢ted .In accordance Â· w/ Town of Cetes Park Â¢'the ct,,rrent coda -- % .. . ,-t .1 1 -: , 1 .11 A. 4\ - . T f ~ Site Legend Â· -0 1 ,; - t . 1 ' . I + ' I r. , , 4 .. , Setback , 1 11. f . I . I. ' I . . tr, , 1 - 1 . Propeft, Line ' r /Â· 4; 7.- 94 4% Â· - - - eass,nAt or 8.O.W. 1 , 4 - 4-" 1.- , 7 - *7111> 1,4.lei ~ 125'-0 Spot elevation - I ' Ii'.- W../.-.. Water Supplg A 0 -. 4' 0.1. Sanitary Sewer Existing Water Meter ' --PT - Power Â¢ Telephone (l.keergrard) 1. ./ 9 ' - 0 n "0 - ' ' ' - - 4" + root/ng Drain to Daylight . - EleÂ©tric Metgr. Discor,=t , I . I L 0 0 0 - ard Fliser I 1 $ - Approved for Construction , I 1 Cxisting Sariltary Marhole Upper Thompson BaniteMon District M .i I - f ' ex,sting e.v.M.p.D. aulk,Ing ~,1, I I 11 7&<fyÂ«Ff , r-fr-- 1 11 1 .1 111 1, 1 li C 1. 1. tilt C 1111 1, 1 1. 1, 1 J '1 1 1 111 1 1 11 , 1 1 4 1.- 0060080'' 1 011"1818 - luttill"" 1401 '' ' 1 ' '''" y' \0 . , kivt=vesk. 0 D- I - -. Grave' Drive , ...'' . 1, ' 0 utility pole . e . I.'. I., .,4*lattng Electtio Meter - , , .PerÂ¢ 'Woles ., . - 1 . , Existâ„¢ Trees . '. / 0 Pard Mofurnentatlor, e 1 19 Â¢ 0000 Meaared or Calculated DImensions .2 ' . . 1 , -9 ~Site Plan ~ - 1 . â€¢ .-. .rÂ·'. 4.:fl I. In .â€ž 24 . f . : ~,1~ 6 42~7~21 61,:fi.J i-t-~. iZ,b = Â· f ; -C ;.Li f : ?v 'Â·l,i :i~, ..~ , ..11 1 4 .: ~ Scale 10 - 200-0. Plan Marth , , , . .b I . .7..7.1Prâ€¢~r-'r--'Â·i-t,T-pÂ·T.7777-V.p-7-7,9..7...~-~m.r-Â· -,â€¢--,~T'.17'Â·t-,173~t-rE--'-'ro"o:~-Â» rr~*7-'~ ,~ 74',-'~C-m,--~-r' Â£/ -- -- Sheet Index< ~ ll-Â£2 |I' / *Ill, ~| (, '|' '| 1 11 111 7 1 11 ; ~ r 1 4 1-1/1,fi /'/'lili ,''li, , 1.,"'111'11 IL It 1: 1 11 J 11[ it Ill ' .1 11.1 1 1 -1 f .0 , 1..., .1. .. 11.1 1 11 1. ;01' 11.1 1 @INEÂ© E OviE 7 (917 ~~ NOV 1 7 2005 =~ crI RCHITECTURAL 4 # lE' SHEET AND SHEET INDEX ]STING AND NEW FLOOR PLAN , OPOSED BUILDING ELEVATIONS STING BUILDING ELEVATIONS Lake JILDING SECTIONS AND DETAILS~ ~~ , - ALL SECTIONS . ITE INFORMATION TE PLAN Estes V E AREA: 2 - 1150 SQ. FT. 11 OP To, Te eheral Notes ~ or shall be re@pensible For the lodatkns * all existing utilities showrvaH existing hown-on these plad Â¢ all proposed utilities. .,tilltles #,own hme been plotted Ften available Â»:tractor mhallcontact repreadretivespfrorn =am=Al=tu=M* Rust be verlfled by the Contractor. ' It Is the o show all exlstir** utilities. Woweven tb shall Ictor's t=porlebilltyâ€žto shtl6Fu himself that ail e. Whethst shown on theed pl~Fe or not; have all Drotect all acOacent InvtÂ·o~lts From Â· J melon at the Contractorfs expense. All the ae shall be, restored to a 'mink,un of thelr lort at ths, C,entractor's exper- ' . r shall *taln *1~* rlecess# pelimIts to ~ ' proposed waric ad shall comply with all losal, erat regulations , consttvotion shall be ca*leted JnÂ· accordance :stee Park 4' the culÂ·ent c~dea ;ite Legend Â· Setback Frepel,4 Line Essernert or 8.0.\A. Spot Elevation Water Supplg 4' G.1. SanitarÂ·g Sewer - Â· v /, . -,1 Power 4 Telephe,ne (Urdergrolrd) 4Â· + footing Drain to Daylight Clectric Meter, DIscorrect ard /Maer Existing Smitary Marhole O,91818 StonÂ¢ 8etaining Wall Approved ibr Construction Upper Thompsoh Sanitation *Cul..d i Â»Â£06,6 . - - utility Poli 49'ovenr. 2-- . Ferc'Woc~' - A. 11 . 1 lili 11 1 1 /1 lilli., .1 f '1 Exlsting Trees Â· i. , ., r .. 1 \1 .Jgy , : . 0~ Â· ' ~ ~ Pat,Id Mofuncr,tatlon - i' ;Â· Meaared,or Calculated DIr,ensione /1- .. . 0 @ Scale 10 - 20-0" Fla'~.Perth .,f' . '~ ~~ ~ ~ ~ ~~~ ~~ ~~~~~~~~.../...S.-;,1....~Â·'.1.1,Â·~-'.3:1...'14 4 4 . i & .. 4 2 4 .. a.: 1 11. 0 1 . a 4 4 4 4 11:, 1 11 A . 8 0 0 . 0 .2 , .... 0 - 1. . . - - - - I -1.- 0 - ./ 0-, I . / /-4- , 0. .i.. .1. *- .. -- - ........ -. -Il -0 -0- .0.-; . I --0 -. . . 1. ... .. . 1 0. ... I . . . I . .. . .. ... . - I. 1.. . m :4Â»ss:45 D. + 6 4 Sheet Index ARCHITECTURAL A-O TITLE SHEET AND SHEET INDEX A-1 EXISTING AND NEW FLOOR PLAN A-2 PROPOSED BUILDING ELEVATIONS A-3 EXISTING BUILDING ELEVATIONS A-4 BUILDING SECTIONS AND DETAILS A-5 WALL SECTIONS SITE INFORMATION S-1 SITE PLAN Bll[)140 AREA: Exlsthg . 3,150 SQ. FT. 4 . 1 Gengral Notes L The Gontractor shall be responsible for the locations Â¢ protection of all existing utilities showl all existing utilities not shown on these plarn Â¢ all proposed utilities. The existing utilities shown have been plotted From available information. Contractor shall contact representatives from the respective utility compatics to have all of their utilities Â¢ Facilities located prior to construction. All existing utility lire locations must be verified by the Contractor. It is the plans' intent to show all existing utilities. 1-lowever, It shall be the Oontractor's resporelbillty to satisfg himself that all existing utilities, whether shown on these plans orr not have beer properig located. 2. Contractor shall protect all adllacent improvments from damage and erosion at the Oontractor's expense. All the disturbed areas shall be restored to a minimum of their original condition at the Oontractor's expense. 3. The Contractor shall obtain all necessary permits to complete the proposed work ard shall comply with all local, state and Federal regulations. 4. All materials Â¢ construction shall be completed in accordance w/ Town oF Estes Park Â¢ the current codes. Site Legend - - - Setback --- Property Line Eancment or 8.0.14 125'-0" Apot Elevation 9 ES >j~}53 4" 0.1. Sanitary Sewerr Water Supply ~~~Vt*77'~Ut---3-2' jb/fowerÂ¢ Telephone (Urderground) 4,1 + Footing Drain to Daylight , fâ„¢ic'.81 rÂ·54.1 " Electric Meter. Disconnect V and Siscr \ I I ~ ~ Existing Sanitary Manhole . \ Cxisting E.V.R.P.D. Building * I I 15556663 Dry-laid Store Betaining Wall > / APPROVAL I Gravel Drive i / / / Commurmv Development / / 92/ 2'ats, 1/-ls.~rs f / Utilitg Pole 0 / I Perc Weles /15-xisting Electric Meter / / Approved P Autgh-j~39*4 - O Existing Trees 5 0 Fould Mon.ecation \ 9 00.00 Measured or Oalculated Dimensions Site Plan ~ , Scale 1" -20'-0" Plal North September 16, 2005 ViTÂ·Â·, ... 4 }.1 I . ' I.&.I: - / 'A* . a . ... I,. 1 D. a . . 0, I 4 414 0 1.0 1 A. a 11 4,1 :1 ' . 0 . 0 2 -' . - ..-. .. .... -- .. ...... . -. . 0 - . 0 - .- - 0 ... -.. 0- I . 6-A .. . :31/59/179'4 -1 IÂ·-lyg~ iN'/Ita/miWE/MI/fl . I I .7 P GRAPHIC SYMBOLS PERMIT INFORMATION SHEET INDEX ''&2 1 ': , " f ji , . .11 . SECTION OR DeTAIL MUrÂ·#BER /11%2' 4/6 seCTIOM OUT ARCHITECTURAL SKEET /1/189 PROJECT SHALL COMPLY WITH 2003 INTERNATIONAL BUILDING CODES AND ItiTURIOR EL.EVATIOM MU18/8 ALL OTHER APPLICABLE CODES A-O TITLE SHEET AND SHEET INDEX IrrTERIOIR ELMVATIO!1 SEISMIC USE GROUP '1', SEISMIC DESIGN CATEGORY 'C' A-1 EXISTING AND NEW FLOOR PLAN 9bm- g-enT ruvema SNOW LOAD 40 LBS. PROL ROOM A-2 PROPOSED BUILDING ELEVATIONS LEJ BOOM IUMBER OCCUPANCY CLASSIFICATION: -- BUSINESS GROUP 'B' A-3 EXISTING BUILDING ELEVATIONS DOOR 1111BeR WIMPOW 1.D FLOOR AREA: MAIN LEVEL - 3,132 S.F. A-4 BUILDING SECTIONS AND DETAILS CONSTRUCTION TYPE: Lake Estes Clubhouse A-5 WALL SECTIONS . e r=Irl m.8. 4 * 100'â‚¬ TYPE V-A ELEVATION MAIRKEB 100'-O" f ..,434 and Administrative Office Remodel 10 FREVISIOM IU'BER Â¢ CLOUD (p COMSTIQUOTIOM GRID LIPCS COLUm e PLOOF DFAIM - Re; reow, 690 Big Thompson Avenue M MD MOP /JAMITOFS SINK Estes Park, Colorado 80517 Fq m [)1211'KIMB rOUMTAIM Â¢ ACCESSIBLE DIQIMI<IMG MOUirAIM FIXTURE COUNT 7,/.0, MIRE EXTIPIGISIÂ·IER CABINET EXISTING PLUMBING FIXTURES SLAB DOMTBOL JOIMT 2 WATER CLOSETS 1 BREAKROOM SINK 2 LAVATORIES Orâ‚¬+10Â£B WALL TO STRUCTUFRM ABOVE 1 URINAL 1 SERVICE "JANITOR" SINK OWNER 01---4,- ALLJM. STORE MBONT OB CUBTA]IN WALL- 85: WINDOW 90â‚¬DULE Estes Valley Recreation & Park District .- | | 2)(2 LAY-IM CeIlIng Tilt 2)64 LAY-119 GMILING TILE : RECeSSCE) rl-ORC:SOMPIT GENERAL NOTES 690 Big Thompson Avenue o MM LIGWT t. SUBCOMTBAGTOR TO VefaIMY EXIST'G COMDITIOMIS Â¢ FREVIE W DISOREPAPIGIES O CAM LIGUT OR IMCOMSISTAIMOLUS OF SITE Â¢ EXISTIMB BUILE)1196 0011Â©ITIOMS OR [)8AWIMGS WITH Aft#41 TMT PIRIOF TO Ca+elÂ·1011% MPISTBUCTIOIN. ODâ‚¬FWISE BEGIMMITIG Or WOFal< SUPPY VEGWANGIAL- GBILL INDICATES ADOMPTANGE BY TWC SUBCONTRACTOR. Estes Park, Colorado 80517 3. 01-CAM-UP Or 8.88194 Â¢ 0!ZBBIS RESU_TIM@ rBOM DEMIDLITION Â¢ WOBK SMALL Br 2. DIrâ‚¬MSIONS Ale TYPICALLY TO MACC Or MASOMBY Ola COMORETE APIC) rACE Or rIRAMIMG BETURM MUGNAMICAL GRILL Nt]13ER, UILSSS OTMRWISM MOTCD. ' ; COLL.COTE[) REGULABLY MROM PBOJEOT SITE Â¢ LEGALLY DISPOSED O7. (970) 586-8191 ~ H =T05â„¢Â£â„¢ GYPSUM BOARD 4. SUBCOMTRACTOR SWALL VERIMY ALL SITE CONDITIOPS PRIOR TO COMSTRUCTIOri 011Â·leÂ»Â·1152, BeGIPIrlifIG Or WORK IPPICATES ACOMPTATICÂ£ BY De SleCOMTRAOTOR. 5, ALL WEATI-Cff XPOSED SUBMACCS SWALL WAVC A WMAT~28-RESISTIVE BABRIER TO PROTECT De INTBIOF WALL COVEBING AMD EXTERIOR OPEMIMGS SWALL BE MLASED IN Suou A MAMMme AS TO MAKE 1-1-01 WMATI-mIPBOor, MATERIAL LEGEND 6. PIWVIDC ACCUSSIBLITY COMPLYIPIG WI TW ALL L.OCAL ACC:SSIBLITY 00[)5. *f r 4. 7. COMTIQAOTORS ARM 12=SPOMSIBLE POR ALL MATMRIALS Â¢ GUAMTITICS SWOWI IM DESM DRAWIMUS 19190. STMrl- 1â‚¬Â£44AMICAL. EL.ECTFUL SEATIMG, LAYOUT AM) 011.-ER Imle AS B.MQUIRED MOB CLABIMUTiort GRAPWICALLY AS WCLL AS THOSE GAU.CP MOB BY MOT!. U'tolsTUBBED sOIL 0. PROVIDE SWOP DIRAWIMP5 rOB OWIMCIR APE) AIRCWITMET APPROVAL PRIOR TO ORDORING OR YABRICATION Or 4.,5 9. 11:CWAMIGAL All) CLECÂ·TNICAL CalTBAC,TORS SWALL PIROVID'C StÂ·Â·OF DRAWINGS AND CUT SCETS or ALL ARCHITECT - 21PAC,Te[) SOIL MILL TO ORDERIMG 012 PROCtm[)1116. MQuIP,tiT AlÂ·Â© MIXTURCS TO TIâ‚¬ GCrfIRAL- MMTBAGTOB MOR OwlÂ·tert APPBOVAL PRIOR .i... Mail GRAVEL SAMD t.... 43 )8 T.W. Beck Architects COMCIUMTC STEEL RelrIF-01~1116 - RE. STIRLJCT. >â‚¬ EXPANSIOM JOINT PO Box 57, 130 E. Riverside Drive Lit.Â· r COMCRETE MASONRY UMIT 42 , WÂ·-Â·Ul - GBOUT r.6. BATT. / SOUMD IMSULATIOM Estes Park, Colorado 80517 11 i.1.: 12Â¢610 IMSULATION OUOT LIIâ‚¬8 / SmÂ·11-12510 Telephone (970) 586-3913 Facsimile (970) 586-4211 f IMSULATIOM 11% MIRE SAMIMG FIRE DEPARTMENT NOTES t PLYWOOD GYPSUM BOAFD DRYWALL WITW TI-e ClearriT GOVERMING CODES. MIrÂ·111*1 APPBOVED SIZE rOB ALL POBTABLE 1. PORTABLe rlae eXTINGUISWEBS SNALL BE PleVIDe[) ArlÂ© IMSTAL-~[) IM ACCOIROAriGe (ASEM: 5/0" TYPE Â»X' '1122 EXTIMGUISâ‚¬IRS SMALL BC 108,0. VERIMY LOGATIONS WITW MIRE MABSÂ·IALL, UMLESS OTKâ‚¬RWISM MOTeD) PIRE UXTIMGUISWERS IM PUBLIC ABEAS AIRC TO St LOCATED IM SEMI-BECESSCD 1 1 MISC. rASTE'â‚¬RS . A 1 + PROTECTIVE CABITETS WITW APPROPIRIATE SIGMAGE. WOOD BL-OC>KIING MIMIS,4 CAFFUNTFY L STEEL - RE: STRUCTURAL 5, INonderview Ave:. Site 24 STRUCTURAL ENGINEER U.S. 34 17.4. Town op To Loveland Estes Park , NICOL ASSOCIATES, INC. 1 534â‚¬ Lake Estes Ma\\ 12.d 0, t 2770 Dangy Way, Suite 202 U.S. 36 Lafayette, CO 80026 7 To Lgons 1 99 WA /rigâ€¢~ } i) lit ~ 1 \117 11,11 r (303) 665-0090 C Iikj %4 0 11'j 'Â©82~4627 (303) 6651211 - Fax ~ C.FEDÂ»f /1 1(/1/ Leslie Tyson, P.E. ' leslietenicolstruct.com 1V<9r Vicinity Map SEPTUMBER 16,2005 0508-A0 TWB 09-16-0513:06 Plot To Scale O 2000 TW BECK ARCHTECTS Fet 7, r 1 41 * ALL CONSTRUCTION SHALL f , Saw cut existing pavement CONFORM TO ALL CURRENT , and match grade to the APPLICABLE CODES Mew 4" Colored cons. slab extent possible Â» "Omaha Tan" , verify, w/ 6"*6" W.W.F. over gravej * DO NOT SCALE DRAWNGS as recessarg Slope 1/0" per Foot. - FOR DIMENSONS. 29-0 V tÂ· 10'-0. D U Field verIFId Porch abme 1/ r----7 i 1 /,-i 1 1 r/n. 1 1 liv) 11 1 1 As/,1 1 C L-_J I Existing Cotc, sidewalk to 1 L__J be remowed ana replace-d- \1 Mew Forch '44% 1 1 1. I* b 1 I 1 + ~ L-----1 N ./ siding stained 1 ' * C r--AW It #IN*81, 1< 1 ' ,<z-- WISi3[[i[10 'QI' M ' @ 12" o.c. over existing -- - 9---__li= 1 -1-7 ' Al Metal sidirq _ ~1- < ~~ 1~4%1 ~ u-91----*---_-----___-_-__----_--_-----__-----------_- --------_-----3 Existing Gons. sidewalk to | l %JO ~ New 'Mitiguard" Insulated ~:. R -~ l . liew 'MiliguardÂ· insulated fi be removed and replaced 1 L z..1 -1 *!Mdrl#'r~7 k :* l .,i . Â©Z'.~n~;indows Â£ 6 27-3 4 fi ' 06 2 t 6- 1 0 RE E E E I 11 1 22 f 1 1| || I " |I L|J |I Il : 1 11 e I || dr' 8 42 1 -1 0 11 lim 1 8 - 1 L - ' L New "Millguard" insu~ated ~ ~ C Feception 5. Office C. Office 1 white vinyl windows .,~ 4 Existing floor - 1 - 1 0/ H- 5040WV, typ- -~ 7 -100'-O' Field verify U.i = = 1 1 19 1 : 00 1 1 1 1 - ' 1 1 1 - - ' 20 1 1 " 1 1 m Crl 1 - Existing d" metal = h 11 . (= 1 1 1, 11 I 1 ir roof purlins to rerrain, tgp. J - 1 -1 4 1 -6 1 > LO 1 1 11 1 1 1 Im EÂ· Corridor 1 1 E (n ~ Existing Concrete sidewalk J L 1 11 1 2 - 1 to be removed I - 1 V 1 ; U, (D , 4- E. Pro Shop E. Office E. Storage %- ~ LCAJ rE 1 Mew "Millguard" insulked ~~~& 1 ~3 t. \ white vinyl windows 1 % 5040WV, typ J - 1 1 LI 4 U - El 1 - t -4 - | - Existing Metal 5iding to remain. Beck | This elevation or side. Existing Tetephoi~~d box to remain. ~ 0 5. Storage Planning, & interiors Architects E. Storage E. Conf. E. Storage E. Maint. 1 In~ ~ Architecture, Existing Nose blbb S Unise>< i to remain I 10 lailal 1 130 E. Riverside Drive 1 P.O. Box 57 1 Estes Park, 1 Existing Gas meller ~ E. IMen's i Phone: (970) 586-3913 to remain ~ Colorado 80517 i Restroom ,221.-41 -V- 1 :R 1 Fax: (970) 586-4211 1 |L-1 'I:===11 Il 11 - u I f' SHEET TrrLE: T 5 5 E 1 PIROPOS'b 1 1 rLOOR PLAIN Existing Metal siding to remain.~ This elevation or side. 0409-Al TWB 09-16-05 12,41 SHEET NO., 07 6 A1 I r Or 6 General Notes DATE 1. The existing west elevation is to remain as it 14 SEPT. 16,2005 and therefore is not shown. 2. The E.V. Res. and Park District will remove and trim existing landzaping as required. REVISIONS: 3. Interior window ard door trim will be repaired as r--7)VAL necessar,j by the owncr 1.V.B.P.P." 1, li - licp,crrmt window: MllIQU@In 1801320 Commurifty Development ving[ windows 504014\/, typ E - Existing wirdow to remain 40.15*LA 3;01. 3: _1Â£31%.EPSI= _ 5. new Exterior door Â¢ hardware specifications: i: ,#Gra* tawe,4 Appro:9 -r . . 1\GROLOGKP- Mew 3070 Imulated hollow metal door full lite, tempered glass / 4tbâ€¢, ,â€¢--'lhul FUL 11 w/hollow metal frame. Provide handicap compliant threshold ard handicap compliant Ohrome lever handles with keyed lock. 3 A /33 1 /r U/ hteA Provide an Interior sign at each door indicating that this door >#* Ms /{, 07 *1 /5-7-7 shall remain unlocked aurIng bupiness hours. Prov[de submittals For Owner 4 Architect's approval. / 1.\MAI\Â£14*1 /1 ' ir' 6. Gultured StoneÂ· / 1/F A Vv Proposed ~0970) 351 027 - - Shall be "Tampa Fiver Bock' by Signature Stone, with /%41 Floor Plan f W~ te ~uzzl %; :~~:rd trim pieces as necessary. ~ - Sales rep.: Scott Zurbrigen --- - \410/ scale: 1/4. . 1,-0. O 2004 TW BECK ARCHTECTS Flan Ilorth cell (970) 396-5776 ~ 2005 BECK ARCHITECTS 9?4Gti~..4 . 1 '-6* District an A U 3 >Wed selsil 163â€¢Â·.- * ALL CONSTRUCTION SHALL .Â·Â·Â·8 9 COIFORM TO ALL CLARENT APPLICABLE CODES Cedar Shingle panels. stained, MOF- 1116: DO NOT SCALE DRAWNGS on 1/2" 0.6.8. exterior sheating on 2*4'25 0 16" ac. framing FOR DMENSIONS. - 300# Asphalt shingles over at Gable end walls. 1 30# felt over 5/00 Exterior 0.5.8 over new Scissor trusses @ 24" 0.0 BOOFIMS over the existing roofing 2%10 ocdar trim bcl, ~ - 300# Asphalt shingles over /211 ~h.En stained ~ 30# Felt over 5/0" Exterior pltjwood --~~ over new Sciror truMes @ 24" 0.0. ocaar Shinalc panels, stained, over the exist,7 roofin~ V on 1/2" O.<B. exterior cheating 1) 1 hy on &46 0 14' 0.8. Framing ' ' f -4 - at Gable end walls. . .fr ..4 , to be removed J \ / 1-4 -d ./-12 - Existing metal Trim board ... 1 XF--1 6 ,Â·'1~ 2*10 oedar trim bd., stained 6- ' U I . 714:. 1 L 1// -- 1- 2*10 Cedar Fascia, 9. 2 4 '- I.24 .:.4~4~;: . 4,~ 4.4-' "r 4 + ~11 .1 ..t , -ri-4;- 4, . ' L 90<4 u, stained ~ 9 L .- 1 10 1 1-4 1 r I .' :'I: : ' , 744 1 3- 12" + Log Post, , t ~1.-Â·Â· S Â·I 'd~-,Â·I I . 1.422 --------- E- stained -7 4. - I - -- 1/ 4 -04 2 --- -- -- ---- ---- ------/ 1 61 2 2 I (5 --- - - ---- 1 -- P - 0" woriz. Log Siding 2 ~ - 2*4 Cedar trim, stained, L -1 L J Â· L 2/0 0 on West wall - 1 Altured Ctone veneer 1 1 3 2 1 1 ------- 1 1 +' dE Il k.\ 1... 4 0 9 Mew 2,6 Cedar Door trim - 1 1 1 1 11 1 1 4/9 - A 11 11 11 11 1 1 1 1 1 1 11 Existing Gas meter 1 | 1 1 1 1 to remain Existing overhead door 60 remain 1-L--~ -1 r- -1 1-U-1 r--1 Existing Nosebibb L--1 ~-- L__J L_-1 L__J to remain Existing vertical Metal skiing to remain , . 41 X Ex 1$tina Phone ancd cable boxes to remain. Proposed Proposed ra South Elevation /22% North Elevation 4â‚¬F Scale: 1/4" - 1 '-0â€¢ ldE,/ scale: 1/4 " - 1'-0" RoOFII'ie Beck 300# Asphalt shingles over - 30# felt.over 5/d" Exterlor O.S.B. Architects Â¥r over new Scissor trusses 0 24" 0.0. - over thÂ¢ existing roofing Architecture, Planning, & interiors Cedar Shinqle panels, stained, 130 E. Riverside Drive - on 1/2" 0.6.B. exterior sheating on &4's @ 16" o.c. framing P.O. Box 57 at Gable end walls. Estes Park, #' Â· Colorado 80517 2*6 Oedar Mascia.,stained ~564*- Phone: (970) 586-3913 .-Y 12 - . 1 Fax: (970) 586-4211 : U.. - J., 4 11 L.--- . \4406 Be: Detail 64/44 Log Roof truss, stained. . 4 . i A ~41*.- . . ... . . , ... StÂ·EET TITLE. 0, 1/ Il look / Appmel,18 L flaof' 09CD 4 --P , X>Ok BUIL[)lit; I 1 -4,4. C le .~ r % 'P .. ' I '.'. I 1% itjal 1. v,v...,i j..fo.j 121 .=elopment CLEVATIOMS . , 91 . .6 (f- 15 -95 13 -4 I A- ,- 0409-A2 TWB 09-16-05 & ' r 8.<-< -2 t in 1 - 12" + log post typ ,..~--'00 fÂ·Â·' A,4,7(\A,bilt. 1211 U 1.1 1 121 1 - Ill d. Woriz. Log Siding, stained, tgp, A 2 L J L. 1 L J L .2 L .JL, .3 L, 3 L . 1 %/ ~/ /\ 2 Or 6 AS General Notes \ B Mev< / 3070. b 2 E f E r FUN 8 FU|| \ pt |2 f~' DATE ~ lie - lite ' ' i. Insul. Insul. ./ 4N2 1,tal met* L 6-- --- F-ify 1. The existing west elevation is to Terrain as it 4 5 *r L-----1 V----_1 Urn and therefore is not shown SEPT. 16,2005 C er r Micil - 2. Tbe E.V. Rec. and Park District will remove and trim existing / landscaping as required. REVSIONS: i.j) 1 1. 1 1 1 . 1 1 3. Interior window and door trim will be repaired as 1 1 11 1 1 necessand by the owner "E.V.B.P.D." 1 1 | 4. 12- IReplaccment window: Milk:luard leolated < ving windcms 5040WV, twp. EL-~-1 1 r--1 1 E - Existing window to remain -.- -r.'..t L__J r ' 09 21042N l 5. Mew Exterior door Â¢ hardware specifications Â· ~ Mew 3070 Insulated holâ„¢, metal door Full litc, tempered glas5 w/hollow metal frame. Provide handicap compliant threshold 1 49 and handicap compliant Ohrome lever handles with keged lock. ~1 Provide an Interior sign at each doorÂ· indicating that this door ~ ~ shall remain ullocked during businÂ¢55 hours Provide submittals for Owner Â¢ Architect's approval. 6 Oultured Stone: Proposed 2" thick Duff colored sill, cap, ard trim pieces as neassary y .*me{ 7 Shall be "Yampa Fiver Bock" by Signature Stone, with 1 -* Ae,m â€¢9 ./ rit) East Elevation Sales rep.: Scott Zurbrigen 211 3Oth st., Greeleu, 00 60631 Office (970) 351-0270 492 Scale: 1/4" - 1'-0" (970) 396-5776 O 2005 BECK Atâ‚¬HTECTS @nue/\V uosd 8!8 069 opejoloD '>lied sals3 Xalle/\ sals3 2Â·vel . .Ang,Ker Â¢ 7.%13*cy ---:...'d- -1...1 r'..'~S~gl*#.3 4 -- Â· * ALL CONSTRUCTION SHALL CONFORM TO ALL CRRENT APPLICABLE CODES A.:. ' DO NOT SCALE DRAWNGS FOR Dr'ENSONS 7 4 -Existing metal roof to remain but to be covered with new roof. .Extend all vents as necessary -Existing Light fixture Existing metal roof to remain but to be to remain. 14Â¢ install onto covered with new roof. Extend all new log siding typ. all ext fixtires vents as necessargÂ· - Existing Metal fascia trirn~~~ removed ard replaced 'R' Existing window to be to be rernoved- ~Id verifid / 14 i - Existing Phone and cable i... boxes to remain. Reinstall onto rew log siding /1 11 4 F J I - Existing 1-losibibb - /f to remain. Remove and replace after siding is installed. F - Existing Gas meter ~ to remain 11/ B B i ; E--1. k i 1 ..LL R d - (10) 2 rT Existing metal sialry ~~ ~ L t~ to remain removea. Infill w/ new 2*4 0Â£ H- Existing door to be Existing overhead doorÂ· ~ ~ Framing @ 16" o.c.. each side. to remain 'Er 2 o - Iii' A Existing South Elevation a Existing North Elevation >5 420/ Scale: 1/4" - 11-0. ~g,/ Scale: 1/4" - 1'-00 i (n U') LU 'f 44 t.' Beck ArcNtects Architecture, Planning, & Interiors 130 E. Riverside Drive P.O. Box 57 Estes Park, Colorado 80517 Phone: (970) 586-3913 - Existing metal roof to remain but to be Fax: (970) 586-4211 1 covered with new roof. Extend all vents as necessarg SHEET TITLE Existing Light Fixture EXISTIMG to remain. Reinstall onto CLEVATIOMS new log siding, typ. all ext. Fixtures. Existing door to be removca and replaced 0409-A3 TVÂ¢B 09-603 1607 SHEET NO., E- Existing Pay phone - ~- aborre9j~~isijjld repJace ..4... / / 7 5~ 7 1 A3 , 4 / Or 6 ). 0 General Notes 3 12 DATE, 1. The existing west elevation 15 to remain as it *4 SEPT. 16,2005 ard therefore is not shown. 5 5 2 The E.V. Rec. and Park Di=trict will remove and trim existing 5 . - lardscaping as required. REVSONS R R 3. Interior window and door trim will be repaired as \ necessarg bg the owner "E.V.B.P.D." 4- R - Replacement window: Millquard Isolated - 1 - - E- Existing wirdow to remain --â€ž.*-4 vingl windows 5040WV, typ Existing door to ~ Existing winclow - wemain E' to remaird typ. 'C' - /lof CO' 444' + 5. Mew exterior door Â¢ hardware specificatiors Mew 3070 Insulated hollow metal door full Ike, tempered qlass Â£ 4'409 1 *â€¢ATI I Existing concrete patio to be w/hollow metal franc. Provide handicap compllant threshoEI removed and replaced. and handicap compliant Ohrorne lever handles with keid lock. f /01 1 <# Provide: an Interior sign at each door indicative that this doorr 4%# shall remain inlocked auring buminess hours. Provide submittals for O,vrer Â¢ Archltgot's approval. 6. Gultured Stone: Shall be "Yampa River Bock' by Signature Stone, with i lir<,c.>Prry /ZA Existing East Elevation 2" thick buff colored elli, cap, ard trim pieces as necessary. -I lip 211 30:h st., Greele,4 00 00631 Office (970) 351-0270 4 1 \â‚¬/ Scale: 1/4 - 1'-0Â« (970) 396-Â·5776 Sales rep Scott Zurbrlgen 02 BECK ARCHTECTS , iuu:â‚¬*Uah/mi;Ldll/M#/BE ' 1.4 4. .**Wk .r 1.:-. - anll@AV uosdlu opejoloo >lied sals3 E J 1,1 1, ~J L| j --- a Porch Secti~ 48/ Scale: 1/2.. 1'-0" Drs Ave 12Â·OOFI!16: 300# Asphalt ehingles over 30# felt over 5/0' Exterior shcat 913 over' new Scissor trusses @ 24' o Existing Metal r'oof to remain - 22 Top plate bolt to new b414*30 Steel beam attach to existing columns per Structural ddtails. - 1 214'5 land Flat @ 24" 0.0 1 screw to existing horz. metal purline overr existing metal siding- O" Pirle Loq_siding stained on I gvck 75 2><5 treated horz. Existing concrete slab Â¢ foundation to remain.- .1 1 /Sh Building Section AA LOy I rUSS ~ 721 ~44/ scale: 1/4. = 1,_00 ~4:1/ Scale: 1/2" - 1'-00 O 2005 BE~vA+fl'ECfS ,~;~~,~â€žt,..~~~~~12...e4JaUÂ£:1:,~.u:14.4JI,.Cliti.w.*.4~~avÂ·.al*=,~-, ~ , .....kiti0.Auao.,~..G.,u,,1.~Â£.;2~0~~ .* Â·39. . .1 ...... . - .0 I. I . .. , .. .. . A- , I. . .5 - I ....... . .1 -' .. â€¢24.. *.. I , I. I. . ... . I . .*/. I . . ... I. ..... I . ... .... - . 0 .. - Ilib,6 6 - . I I 1 . .. .. . .. I ..... I. ... . 1 .. I . .. 0 -. . .... . ... . 1 0 e. I . I . ....... .. .. -' I I . .... .... 4 .... ... 1- .. . .. 0. . .. . .. .. - #9 0 - a .. .. - . .. .. . . 6 - - . .. . lili I . . I . . . I .. . I . .. .. ........ ./ '-- I ...... . ....... ... ./ . I. ....... -... .... ... I. - . . ....... .'. 00000000- ; e . 4 I. 2 - .. --P . 4 .... - . .. - A A ~, li , 0. . .. ... .. e 0 -0 ... . 0 . . 0 -0 e ..5 ' 7 -6 .mr.,537 r.T.ft 2Of&.1/J%~Ar - 1 1. ..~ I ..y. -,1 . t. *p...i.zw. 1 cgi< â€¢ ALL CONSTRUCTION SHALL CONFORM TO ALL CURRENT APPLICABLE CODES y Â· I â€¢ DO NOT SCALE DRAWNGS FOR 00â‚¬4SIONS. MOTE: Provide shop drawings for new Boof Tru <> for Architect's review prior to ordering. Construction manager supplier and Subcoi are responsible to field verify all dimensi existing roof slope. and all otherr existing BOOFIMP 300# Asphalt shinglcs over 30# felt over 5/d" Exterior 0.5.8. over new Sc issor trusses S 24" o.c over the existing roofing 2xd Top plate bolt to mew 1,414x30 Steel beam attach to exi5Â·tinq columns per Structural ddtails. 6- Existing Metal roof to remain X (0 0- 0 - <f> 06 d 2*10 Cedar Fascia, stained, tr (ID 2 3/d" Fir 'Breckenridge' soffit stained ~ 2*4'25 land Flat 0 12" o.c. screw to exi*ing horz. metal purlins over existing metal siding 8" Ping Log siding, over "T'dvel ' Mew window and door'5, as indicated on the elevations Exterior Door 4 window trQm shall be 2*6 Cedar staired, tgp. Sqnthetic stone cap w/ Sl,thettc Field stone base Beck over 30# felt, on 1/2" exterior 0.5.8. Bheathing - Architects Architecture, 2*4's land Flat @ 12" o.c. Planning, & interiors Screw to existing horz. 130 E. Riverside Drive metal. purbne over P.O. Box 57 existing metal siding x Estes Park, Colorado 80517 Phone: (970) 586-3913 Fax: (970) 586-4211 2*0 treated horz. SPEET TITLE, bottom runner 1 hIALL 0C0TIO113 Existing Goncrets slab Â¢ 0409-A5 TWB 09-16Â·-05 12:44 Foundation to remain. SKEET NO.1 A5 or 6 DATE, SEPT. 16,2005 REVISIONS GULTURED STOre Shall be "Tampa River Book" by Sig}r~at,re 2" thick Duff colored 5111, oap, and trim pie 211 3Oth st., 6rcelel, 00 00631 Office (970) 351-0270 ., r r-*.w Sales rep.: Scott Zurbrigel ,. ~1&, G~~J~Z~ Dell (970) 396-5776 ' F. . I '1"Il ~'W,h~'1 41 1*AD ~Sh Wall Section . -77-1 \42/ Scale: 10 - 1'-0â€¢ O @005 BECK A~HTEdTS low-ls!Cl M AaileA sals3 anue Av uosdul 069 opeJOIOD '>lied sals3 22 . I . . - I / ....... I . . ... ..1 - . I .. . ./675$.' 11 ... . ... ...........PF~ . - A W ...111.- k#9.-~ 0 .- .... ... . ./ -- I. ----- . . - I. .1. .-' 0 01. 1. 00 00 F . g. .4. . ...... , - .1. . - 11 - 0 ili ...44 1 01. - .... 0 1 I - '' 4 - . ... .. - 0 01. 01. .... - - 01. /10 .. - 4 - .. ..... a - ... .. e . 36 1 0 /4. 0, i -f- - 1 1 - D. N, IPOOit ..r 1 1 / peRNK C 0/nPA Ess DRS _ WORK 186.0.4 Â¥=O re PAAeâ€¢rre N. 4< E -3 . FILE '12 1 WEâ€¢-4 ..ds_. 4. 14'A v "1 1~, Vll---2-3, 4-21â€¢~'~4'11Â£Edi'.h,-~ V, 11.4,4.+A,J;L. 11 11 -M -EM F- 2'24" -N P AND 1 205< R F Wi o v E- \\ 1 1 f bOUBLEE N.Al-Ff Tlt, 5 11 DIRECToRS -00'\\ CON FrREN CE' Sh" -0 4%12,4 <UT \>Ds OFFICE W ALL . 1 11 f >/P.56 m - 4 13 L - \\ Rcon 11 /1 9 1 NYL CoArtb 8,0,1 Â£ 2 6YPS UM 1 I - 1 4[20-,2 ) ~ma-'*44~wt [PYTER,OR -rELÂ· O FURNWA C INTE,beR SIDE - CA/3.6 5 9â€¢&,B ~--/ SAFE. F To (84 FFR. Â· .110 0314; 1 Re#E \ - 9 Arteâ€¢41 2 01. de--~ C A-Db 1-APSE WA &43 ROOK E 'F,imâ€¢ SLAâ‚¬ S i *34 r IAgot,U,061 it-,3 c- 4 721 (21 R Lp Â· L i E E- D 1 -- i P 6 - 1 46,-- 2 '94 " St>Le A.A."1 9 5 â‚¬ . K 7Â· A . . 5 Ect,Da/AL 113 * 1 3 4 2- 1A0UE rÂ«ht ~ FILE 1 9 ' \ 1 72 2 i SCAL 4 tri Reeper,0/visrb DESK FILE ~ F/LE Il WAin"4 /~ 1 ARKA 3 1 U 1 1- 2%10 -r op , , -0 ffÂ¥9 4-Â£Â£ 9 - (1420 j PLATE $ 1 FURNACE ./ 1 1 \POT) 1 1 1-J ~.7 Ye F,Â£ 16 DUK TrM-/DN 2 i i ..I-.I- - 1 - S VELVES REcREAT-,0. PA>*w#/114 FiLE (70)<E ... ~~-CE) ~ 2 "Y 4" STvos DESK 80,4120 0 MIMINE 1 - 03 ' 1-2 4, 5" VINYL e eA,Fi) > COFFEE rl i AWEI / 1 n GYPSÂ¥ Â» BOARD 20-4 x 8 -co f El -iR EC REA f ) ON ?LANNIN 4 PEpjl DEsK POCM,r 106.- MACHNE DeSK 15 a75 leo"le n 1 E ... 41 . , sl ,-6'l ADD lHESE w* 6 63 ~TABLE U .=-2 44* Sati Pilte ~ , 2 12 4 41 Â·, - '-/ R'i' '* i i DISPLAY DA/Nk#44 ~ n) - 4 1 5,6 4, DNAL O F W MLU 341 RAcK FouNTâ€¢IN By................... 50 I 00 =1 64'u M.Acial 1/n , L /1 SCALE 9 ADLE 40LF . COUNTE,2 r- 03 - 1 0 - AREA 2 zatiE - - JAN 7 loRE i : r- AREA 1 1 0 0 1 - 0 1 ~ 5-TOR Al C j DISPLAY AREA - 1 1 1 - / MAnt*,ALS '. \- 7 - /(0 7 '44", P INE E-602 7>LA+ri 79 -Z'k 9 5-rv DS P,NE 2 99'*x 'I '><9' 1>YPSUM 30 '4 yl' * 8, 0 INYL C Â©Alt b 91'Pre*1 2 1.6 IN-fER,0, 1>Re-Aâ€¢n(, 2,Re,# Doors 1 3,0 Â»OCKLY I>Â©6, 4 Five b GLAâ‚¬.5 W,NDO Â¢03 A55021Â£0 1-210 3 HARDwAIPE_11300 e M Itt, If ) Alt 1 ADMIN1.STRATWN O FACE -240 5~' Â¥Â¥ 35 " R-,3 \ASULA+,oN 4 4 00 3 BLec+RicAL 11 11 00 - 4 4,302. 72820.SE-5 12-ENOVA710 N 1 +20 BIX /379 -T7-1--0 AKA r-/$2 -MAL 1 3, 000 ALL /'Flpt?bof/BEN,5 / /(//9/&'5' ESTES W ALLEY Ree-LEA rlÂ¢Â»1 1,_ PAR,d O#~7 21Â£Ll' 81=D, Â£071- \ 690 Nbyte M f %06 4*k 71% 19 o Â¥it> 1-20 =0 ~ . 0. 6*, 1 1 +79 0:37%'3 #%245 6%6 *1;5-9 D 001 -lut -T 4 &.4.- ..- .. . ...r,21/ .. 3 /.:., TO\NN OF ESTES PARK RAI,Q ' 4 140'J Building Department 1,0 3832 JAN07 86 -' .*P,trk,00- -Â» 64' . ' Valuation S-I~ ;D'>,Ti ~-9 -4 ~1/34Â» COWN OF BUILDING PERMIT ESTES PAR)t Fee -4-L, 5 55- /rr--/-97~~- Date f>,4) 47 ' Â°'77 / SPECIFICATIONS Building ,/, 4",7 791.4~-7772,0,=.<n,) -797/. , Address , Foundation Material Exterior Piers Foundation Wall / Legal Description /' ,/2Â·1< 4 -- '~ -i~igÂ¥-Â·0f)/0 â€¢~ 0/4*39-* 4' Footing X/X X Depth In Ground Material Size Spacing Span Plate (Sill) Girders NAME~~*BE 1~21 L.13>' i*> f )i#,ui -il- ~ ~3.659tja--7 Joist - 1st Fl. Address 11 7 _~ , A )579 Joist - 2nd Fl. NAME *59 ,/) 1,-?L - Joist - Ceiling Address Exterior Studs Interior Studs NAME â‚¬-4.19 K ) LM Roof Rafters / ~ Address 8 State Lic. No. Town Lic. No. Bearing Walls / Covering Exterior Wall Roof NAME Interior Walls Reroofing f E Address =0 Exterior Sheathing Roof Sheathing i O State Lic. No. 1,441 Town Lic. No. Vents and Flues Insulation Type of Construction I FR, 11 FR, Il 1-Hr., Il N, Ill 1-Hr., Ill N, IV HT, ('~~ Zoning Information Front Yard Setback Occupancy Group A, (EU E, H, 1, R, M Division 1,; 2,3 2.1, 3, 4, 5 Side Yard Setback 6.7 0 i .4*/0 ak Rear Yard Setback FIRE ZONE 1, 2, 3, Flood Plain Check USE ZONE Cl, ''C2,\ Rl, R2, R, P.U.D. Approved Disapproved CLASS OF WORK Comments New Demolish By Date AlterationÂ· 1.--- A :,65 ***~, 1,/~ Repair Addition Remove I hereby acknowledge that I have read this application and state that the above is correct and agree to comply with all Town Ordinances Use of Building rd and State Laws, regulating building construction and zoning. ._, )1~*:p )/0 F Z>-1--t-7,72~p--'7~ PO Permittee.a- Size of Building Floor Area Height No. of Rooms No. Families f ' 0 1 j #42.- No. of Baths Size of Lots r ~ ' ~~ ' 7 ekk- .el' . No. of Buildings ~uilding Inspector,~t-C'-,-2-- No. of Floors Now on Lot By Use of Buildings Now on Lot The Building Department will make every effort to prevent errors Certificate of Occupancy in your application and permit, but cannot be responsible for your 21/p ordinances. failure to comply with all Building, Zoning and other applicable L Elec. Builder Owner -"~-4,Â¥,rt - 1~ 7~1 ..Â£344-*1â‚¬22r 1-492=~ 7 '.7.1/*6/-Â·~23,191,2 :. ..4,- 1 444. TOWN OF ESTES PAR K Building Department 2.13&355 +9-' - 70 4191 ~ 1 '44~f Valuation $ AV' 1,6<*4Â« 'â€¢L'*174Â·k BUILDING PERMIT Fee Â£4' Date /0.44 7 /9, r,9 11 , All SPECIFICATIONS Building 4>90 02 i G 114001ps..4 Address Foundation AVE Material Exterior Piers Foundation Wall Legal Description Footing X XX 5- 7-.-454Â£*-9 /7.7/460(Aks Depth In Ground Material Size Spacing Span Plate (Sill) Girders , NAME //4 //=V Joist - 1st Fl. ' Address 'f~,5-C. c "'-9., f 13 i Ut-,t, â‚¬Â¥- Joist - 2nd Fl. - -S) , WA/4 C. K.Â£909 0.4 NAME 4.2,-Â¢ ry-7 E Joist - Ceiling 06/,i,Ji Exterior Studs , Address Interior Studs NAME ~ ~ Roof Rafters u d Address ~ I C 0 - Bearing Walls LU 8 State Lic. No. Town Lic. No. Covering Exterior Wall Roof NAME Reroofing Interior Walls # f Address 30 Exterior Sheathing / Roof Sheathing 9 0 State Lic. No. Town Lic. No. / Vents and Flues Insulation i Type of Construction 1 FR, 11 FR, Il 1-Hr., , Zoning Information 11 N, Ill 1-Hr., 111 N, tv HT, f V - A,/ 1 Front Yard Setback Occupancy Group A,~2 E, H, 1, R, M, - Division 1. 2,,22.1, 3, 4, 5 Side Yard Setback Rear Yard Setback FIRE ZONE 1, 2, 3, Flood Plain Check USE ZONE cl,-C27 Rl, R2, R, P.U.D. 471/ Approved Disapproved CLASS OF WORK Comments New Demolish Alteration 43 7 P'~- Repair By Date Addition Remove I hereby acknowledge that I have read this application and state that the above is correct and agree to comply with all Town Ordinances Use of Building â‚¬47<u VAilt"ths>VAct<JEAK and State Laws, regulating building construction and zoning. Permittee Eft-u Vqll.:.; Ree 9.Â«par Size of Building Floor Area 200 eight BY /f. No. of Rooms No. Families / ., . -7 *I. No. of Baths Size of Lots No. of Buildings .IX Building Inspector No. of Floors Now on Lot By Use of Buildings Now on Lot The Building Department will make every effort to prevent errors Certificate of Occupancy + in your application and permit, but cannot be responsible for your failure to comply with all Building, Zoning and other applicable ordinances. 4 - Builder Owner V 2| LI FriNG r- -, 1 - -- 1-, --- 7 1 0 of. GATE ! ~SINK 1 1 1 1 | MACH. ' 1-- 1 --1- _ 2 1 -- -1- rd; C, .13 ~ BLE K I COOLER Fh j . rEl,Â· L' C LIGHT 1 "07 8 MAND SiNK -BAc/ty:/060 Perve .1-r; o n . . - REER\G. ICE MA~ H \1\ E- . Ul'LD ER. V COuwit i i CRS H MICRO POP MACH. ! RIG,ST. HOT Don 1 POPCORN 4 124*419 1 r i . _.- --- \N I Ngo VY /1 4/ 44 17 0 7- e lv., 1 or Y <6 9 cf 7% i 6 7- H e 00>P Go o AuE. , 1,6, haut=R 1 Fcoo Crop.,-..: L MOP HANGERS & EMPLOYEE_LOCKER a /9.: P MOT i \_AJ ATEK 1 < U EAT Lâ‚¬ ' CS=â€¢bl but.f." 9 1 1-1 n[-1 \00 : 0 0 WOMENS 1 000 10 000 10 0 0 noEl U . U 000 0 1 0 U ILJOU - D MENS (~OLL D\SPLAY 4 SCATIN& AREA \ Mopt N\AliMUM 20 SEATS \ HAND -9 ~ ~ \ S\Ni -I----- ---1 --- -1-----. I. / I -I# . \AI I N DOW "~lr -w-...~~~*,~1......9 - 0% A.4 TOWN OF ESTES PARK 1 6 /497 Building Department 1 1 '0 6706 kr. ..52 11 12*LÂ» MAR e 40 BUILDING PERMIT 3 6** 0,=... G 90 8/4 T Ne... 9 2 0 41 .Ava. BUILDING ADDRESS Legal Description L 07 4 STA N L./5 7 , 1 EFrl h ouu L 24 501 Valuation l Building Permit PID & Plan Review NAME E S re I \,44 LL E 6/ k Ee. g -PA K k D ds -fle,U-- Other 70 7 0% 1.37 7 lE 7 C-19 So Si 7 Certificate of Occupancy MAILING ADDRESS PHONE NUMBER 596-8194 Total Nt,K NAME ADDRESS PHONE NUMBER TOWN LICENSE NO. C NAME - Arch/DesignerÂ¢ngineer~) 47-QNA.) A. 3-ro o *Â·'25:~~ 0 N Name T ADDRESS R. Address TOWN LICENSE NO. Phone Number PC NAME LO ZONING INFORMATION U N MT ADDRESS B. R. Zoning District ~ - 0 BUREAU OF THE CENSUS ITEM # 4 37 TOWN LICENSE NO. PUBLIC Front Yard Setback Type of Construction I FR, Il FR, Il 1-Hr., Side Yard Setback 8 N. :11 1-Hr. 111 N, IV HT, V 1-Hr., ~-N~ Occupancy Group A, B, E, F, H, 1, M, R, ' S, 1 U Rear Yard Setback Division -<, 2, 2.1, 3,1 4, 5, 6, 7 FLOOD PLAIN CHECK CLASS OF WORK Approved V Disapproved New Demolish Comments Flood Zone: X Alteration Repair Addition ... Remove By Â«v Date 3 -- 2 -Â· o g Use of Building ,â€¢181),7->64 71 'VIA, .Jre,OA of.~ â‚¬ Hof Rub. 1 hereby acknowledge that I have read this application and state that Floor Area 548 Basement 1st 2nd Garage the above is correct and agree to comply with all Town Ordinances ana Size of Building /5- ' X 34.5 Height 19 1 State Laws, regulating building construction and zoning. r Maximum Occupancy Number of Families Permittee r~~ZofÂ·L,CK 04/4,9 17Â£-1- : R;4 TI~Z .-125* I .. Number of Baths By k MLF-L 43/ t-44{ - 1/4 3/4 Full Size of Lots ~ Number of Floors No. Bedrooms Number of Buildings ./4/0. 9 Now on Lot -- 2 /18..v'TF-.u##,ve,~ Building Inspector Use of Buildings Now on Lot r OFE M E f o.v C;.43 L F ov V Q. S FE By The Building Department will make every effort to prevent errors in Certificate of Occupancy Number your application and permit, but cannot be responsible for your failure to comply with all Building, Zoning and other applicable codes. WHITF/YFI I OW - Rt Ill nikiA DFPARTUFNT PINK - C[IRTOMFR o m r- m Dmor-ce =mzâ‚¬o ' . Ltd 1 019 TOWN OF ESTES PARK 1, ; / LL. V \ 3> AÂ¥,4,-1 Building Department lilli) 1951* Ma 7017 =Pi~11,125- 4 -t .-Â°Â»*ftiÂ»7 -*~Elt.1. -4.9- - 4.--7 S..':*341 . t. BUILDING PERMIT /0-9-01 Date Af' 90 8 1 6 -7- H op.,ld- r> 4/1 AVE BUILDING ADDRESS Legal Description LdT 4 STAA,FLEY /HEAbowr * /9 000 pio 335 /9 -33 690 9 Pflan Beview E-% 1--B : V /4 64 6*y 013 Fv. 1 7# R k: 1), 2Â¥At /cT- 1erOGRJ x g F NAME --PA -i Q x 1 3 7' 1 F 1'. Co. 80517 90PJ?90 of Occupancy MAILING ADDRESS 5 84 -9 1 5 l m OF ESTES PAAR01- PHONE NUMBER Total NAME ADDRESS E R PHONE NUMBER TOWN LICENSE NO. Arch/Designer/Engineer E c NAME 0 LN Name 7- u, B Eck A Re H, 1.Fers E T ADDRESS CÂ· R Address 430 F. *tu'E-,(416% bl. E P <20. 205- (7 TOWN LICENSE NO. , Phone Number S 94 -33'-3 PC NAME LO ZONING INFORMATION U N MT ADDRESS Zoning District 6.0. BUREAU OF THE CENSUS ITEM # 4 37 2 B. R. TOWN LICENSE NO. - Front Yard Setback Type of Construction I FR, H FR, Il 1-Hr., Side Yard Setback Il N, Ill 1-Hr., 111 N, IV HL V 1-Hr., (v-NA i .. Occupancy Group AQB,) E, F, H, 1, M, R, S, U Rear Yard Setback -- Division 1,2,2.1,3,4,5,6,7 FLOOD PLAIN CHECK CLASS OF WORK New Approved Disapproved Demolish Comments Flood Zone: X Alteration / Repair Addition Remove 9t - By Date #23 -8 -0 Â£ Use of Building UA} 4 SEX R E sT-Zon .11 I hereby acknowledge that I have read this application and state that Floor Area Basement 1st 2nd Garage the above is correct and agree to comply with all Town Ordinances anc State Laws, regulating building construction and zoning. Size of Building g â€¢2 1 9.5 Height Maximum Occupancy Number of Families Permittee E VK FD 1 11 Number of Baths y 3/4 Full Size of Lots - - - By ,~/ I., ,)4_0~~ P ~:~~1,7 Â¢ l-~ 4.9,Â·~ Number of Floors No. Bedrooms Number of Buildings Now on Lot - Building Inspector LIM of Buildings LAICE Es-115--r 62' LF C Â£03 Heju *E Now on Lot 0 The Building Department will make every effort to prevent errors in Certificate of Occupancy Number your application and permit, but cannot be responsible for your failure to comply with all Building, Zoning and other applicable codes. WHITE/YELLOW - BUILDING DEPARTMENT PINK - CUSTOMER or-cm Jomz20 TOV\/N OF ESTES PAR K Building Department 4 -4- 3458 .YMVEr/""&AV - Â»Â· -0,:d~; ~~' Valuation $ ..- RV,*U BUILDING PERMIT Fee 4 0 ~ 1 3/' f 4Â·67-- Date 4/1 n. 1 . )97 tl SPECIFICATIONS Bu\id\ng : 4 0 *14 1 .- - -) ,~- Â£3097 <-AC) *L 1/ Address Foundation Material Exterior Piers - . Foundation Wall Legal Description ,/_ 07' . -2 -4* TA 42.23* 42<19:.: 1.... Footing '2717 4-2 X X X Depth In Ground Material Size Spacing Span Plate (Sill) NAME R m m en Girders Joist - ist FE # Address Li-, 1 .I b R94 f f + I - Joist - 2nd FE NAME I*-rak LD Joist - Ceiling Exterior Studs Address 22 -D/12 Interior Studs NAME / Roof Rafters E ~ Address ,. 0/ 9 Town Lic. No. W 8 State Lic. No. Bearing Walls ~ / Covering Exterior Wall / Roof NAME , Interior Walls / Reroofing 2 f Address d / / 22 - Exterior Sheathing Roof Sheathing J0 E O State Lic. No. Town Lic. No. Vents and Flues Insulation Type of Construction I FR, 11 FR, Il 1 -Hr., Zoning Information 11 N, Ill 1-Hr., 111 N, IV HT, V Front Yard Setback Occupancy Group A, B, E, H, 1, R, M, Division 1, 2, 2.1, 3, 4, 5 Side Yard Setback Rear Yard Setback FIRE ZONE 1, 2, 3, Flood Plain Check USE ZONE Cl, 6,1 Rl, R2, R, P.U.D. Approved 1/~ Disapproved CLASS OF WORK Comments mE Not 4-112 94 Jn New ~ Demolish C---ZZ/1 By Date .1 -b-f'(./ Alteration Repair Addition Remove I hereby acknowledge that I have read this application and state 1 7\ 1 1 that the above is correct and agree to comply with all Town Ordinances Use of Building , and State Laws, regulating building construction and zoning. Permittee ,Â¢L--' 17--0 .-...... -, ., , 4.- Size of Building Floor Area Height ,Â£ C. > F, 1. *1 By <~ < 1 /y> //77.-4,0 No. of Rooms No. Families No. of Baths Size of Lots c.c ~h- Tr5--.'' ~'.Â·< 4-.- Building Inspector No. of Buildings 2 No. of Floors Now on Lot / 1 By Use of Buildings Now on Lot The Building Department will make every effort to prevent errors Certificate of Occupancy in your application and permit, but cannot be responsible for your AlaÂ·- ordinances. failure to comply with all Building, Zoning and other applicable Builder Owner 3 /1+n TO\A/N OF ESTES PARK , ti~ '129~ Building Department , RAID *Ef,.W.vi -9 1 To 3407 ..7.41 UM 096*54901*~144.filfi- . 4- 4 12,0/1 22 4~1 i~u ~134 *010'8A Valuation $ â‚¬*6741 BUILDING PERMIT IOWN Of 079 e--- I ESTES PANpte SPECIFICATIONS f72 6- 0.1/ 0-976 /*2*00#-2S-2SM-2 Foundation Material Exterior Piers Foundation Wall Legal Description /.3/,A' A)/ Et x X X , Footing 44/494-Dezes I r - 4 / Depth In Ground Material Size Spacing Span Plate (Sill) NAME 1% M /1/1 93 Girders Joist - 1st Fl. Address i "-J> *s->< 7 23/79 Joist - 2nd Fl. /493'ff/2 .'./,1 NAME J.7 ? L / 47<1 r>7 44 %9 K hÂ£ 73'AS , Joist - Ceiling ,; - U.:prz- Exterior Studs Address Interior Studs NAME f.=/ VA, 4.- Roof Rafters ~ Address 8 State Lic. No. Town Lic. No. 6aring walls Covering Exterior Wall Roof NAME Interior Walls NEU.*C A Md-4-1,7-, Reroofing ~ E Address k)/0,4 Exterior Sheathing Roof Sheathing ~ O State Lic. No. Town Lic. No. Vents and Flues Insulation .j i u i /i Type of Construction I FR, 11 FR, Il 1-Hr., Zoning Information 11 N, Ill 1-Hr., 111 N, IV HT, (V Front Yard Setback Occupancy Group A, (~~) E, H, 1, R, M- 1\ j * Division 1,(2,) 2.1, 3, 4, 5 Side Yard Setback 7, ./'t/ (/ 1 i >ih,Â·21>22... Rear Yard Setback FIRE ZONE 1, 2, 3, Flood Plain Check USE ZONE (1, (C2:) Rl, R2, R, P.U.D. i Approved Disapproved CLASS OF WORK Comments ~,<4-, New Demolish By Date Alteration P Repair Addition Remove I hereby acknowledge that I have read this application and state that the above is correct and agree to comply with all Town Ordinances Use of Building/431.,VE*~T Ulligi- st>fk'E -TD t)7~jt-,4~Zic and State Laws, regulating building construction and zoning. Permittee 644.Â·AD 1 ,41**. Â« riâ€ž . - /~~,c Size of Building Floor Area 2- Â£Â·/ 9 Height By .4775.0.4. i â€¢C--3'' ~Â·* 4 0.0,7 - - No. of Rooms No. Families No. of Baths Size of Lots k. ~7 7~g~ -/ / 1.-- / Building Inspector No. of Buildings No. of Floors Now on Lot. 1 By Use of Buildings Now on Lot The Building Department will make every effort to prevent errors Certificate of Occupancy in your application and permit, but cannot be responsible for your failure to comply with all Building, Zoning and other applicable ordinances. Elec. Bui der Owner Â¥t m i LAKE ESTES GOLF COURSE MAINTENANCE SHOP SITE PLAN . Z U) 1 0 OF A PORTION OF THE SOUTH 1/2 OF SECTION 19, TOWNSHIP 6 NORTH, RANGE 72 WEST OF THE 6th P.M. TOWN OF ESTES PARK, STATE OF COLORADO @20 ,98 Â·Â· (bet 1~ 49X \ / 55 ~/" --V-\- \"\1/11 ./21- 1 itif u, -4, lf#44 L.1118 E / -01 Lt LW GO /4Â« -0 N' ~~P (Dit Â£ e 9 .;11%5 WH W 6 \3%Â» 0] X V 0' I ~ r~* ZA /04Â£96 9fdo ArAM.K=Ek MCCE SCALE: 1 " = 20" ~rhz 0 20 40 60 l ASPHAULJ/MARKING i 1.01.-ANS DRIVE 1 1.1 i 1 'r# i S89'24'30"E e e OWNER: U.S. DEPARTMENT OF THE INTERIOR ~ BUREAU OF RECLAMATION CO-MANAGED BY: :Do-1 ESTES VALLEY RECREATION AND PARK DISTRICT , 690 BIG THOMPSON AVENUE ~ ESTES PARK, CO 80517 0= STANLEY GENGLER, EXECUTIVE DIRECTOR ZONED AS COMMERCIAL OUTLYING AND DESIGNATED AS 4 OPEN SPACE BY THE TOWN OF ESTES PARK. 4 04 CONCRETE WALK LARIMER COUNTY PARCEL NUMBER: 2519336904 4 O Z f WI \ . ;1 C~] EXISTING NOTES: WATER METER ~ 1. THIS SITE PLAN IS REPRESENTAIONAL ONLY AND IS NOT TO BE CONSTRIJED AS A LAND SURVEY PLAT, NOR AN IMPROVEMENT SURVEY PLAT. EXISTING BUILDING , 72'-6" X 36'-5" \ PROPOSED ADDITION '%15'-0" X 36'-5" â‚¬ 1 / 1i. b U, CAIOTINO + w g 2 - rD 0 - E- / ELECTRIC METER i Z ./ 0 \/ TO BE MOVED \ h DRAWN BY: 11 25// ~ CHECKED BY: t MGH f JAS SCALE 1" = 20' DATE: 01-31-00 /. 4,2 1 SHEET - OF 9 'll 1 3 PROJ. NO. 00-01-31 tv t 31Â¥0 9NIA3AklnS VNNIONIVM Lc,50 43 P. S 5*1% S al [i[NVI 103rDEId 7 19QGOd z ) :Xx LAKE ESTES GOLF COURSE MAINTENANCE SHOP FLOOR/ROOF PLAN & ELEVATIONS TOWN OF ESTES PARK, STATE OF COLORADO NORTHEAST ELEVATION (PROPOSED/EXISTING) SCALE: 1 /4" = 1' 15'-0" / = , \94/ 4 / S -9. ~ /4Â« W re =3' Â» PREOMINAM (~~ 3* Nof FOE_ C.:f), 5/*11*6: 50- /51%4#I"... , 1 1 1 1 -f = ~94 11 X 0 0 :1 1 / Â£ i hip m /4 1 S, 3070 # ci 4040 ALUMINIUM SLIDER 1-- D U==4\ El- EXISTING AIR LINE - , Sdrn*3 ' Z q>* f 93 1 I F I ON EXISTING WALL - . N 1 r S, 2 - 10 ---2 LO ,4 00 EXISTING 1 PROPOSED . 1 M b 0 L BUILDING n BUILDING /40Â£> t-66,6 SOUTHWEST ELEVATION (EXISTING/PROPOSED) to MAINTEÂ»Aue-E SCALE: 1/4" = 1' cÂ¥ O Â¤ SH.P U:n NO APRON EXISTING CABLE TV -C-J Z 4 10' X 8' OVERHEAD DOOR EXISTING CIRCUIT BOX-/ / 0O (NO BREAKER SPACE) OZ EXISTING ELECTRIC METER - TO BE MOVED =Â© - - e= 2'x4' FLOURESCENT CO z TYPICAL OF 4 CI:' FIJ UNDERGROUND ELECTRIC 12 (LOCATION UNKNOWN) I 1 56 1 1 89 1 1 - 4040 WINDOW TO BE PLACED IN EXISTING WALL # -- ' (FIELD VERIFY LOCATION) CHECKED BY: DRAWN BY: MGH FLOOR PLAN JAS SCALE: 1/4" = 1'-0" m wn r.n.Â»A TE SCALE SOUTHEAST ELEVATION (EXISTING) 1 11 aoh'fl\,uN 1/4" = 1'-( SCALE: 1/C = 1' / fs', D ,,IA / \463... 7 t~ DATE: 01-31-00 g rjwl#%4* 11,1 2 SHEET PRELIMINARY â€¢ To -SuBAck rÂ·v}444/râ€¢â‚¬1-UAE DA.â€¢e,w,/bel*â€¢ c OF 3 NOT FOR rety Er,16'rf,Â·94 PROJ. NO. 00-01-31 2~ 4, ", 1 *4,16, 18 NOISIAE@ 31Â¥a 133HS SNIA]AkinS ONV ONIM NHOH .LNIVM L l909 ODVEIO100 'MMVd S31S3 VIcI AOOM/HOOUA 103rOUd LAKE ESTES GOLF COURSE MAINTENANCE SHOP FOUNDATION PLAN TOWN OF ESTES PARK, STATE OF COLORADO 13'-0" LIP, 1" DEEP, 1" WIDE 4" CONC SLAB #4 REBAR, 4' O.C. EXISTING GRADE *~ 7--7 [---1 \/ l 1 11 / J 1.0 1 A .Â£ ' 1-, Ol I { v + , . 45 yi y<A #),1 AT Z t I . : 4 4 1 ,52<AVA<X' Ihi,4 L.A~ A \* \ 2 2\ 2 \\<,7 2\/ 0 -1 1 I ~iffj~x 7 ~9 >00 m~~ Wi i 8" CONCRETE 1 FOUNDATION WALL r.# ry/.\X ty/4<.\ 0 4 A (2) #4 REBAR - e :A L <42111%t~~/ff/\ /1*"9*# ** 9 >- 1 ~ 4 5 .9/31 3/ 1 1. >4 1/ I Â· f f 1/. 1 A r ,~ 1.19 1 . 7 234 0 I 7,4**e ze 1 4 - 1 / I un /~*144,00 EXISTING ' PROPOSED 1 1 10 BUILDING I BUILDING ro FOOTER, 16" X 8" ~Val/b 1 30" BELOW GRADE ~*R, Â«4 < 1 //MIll 1 m TYPICAL WALL DETAIL 1 48/ SCALE: 1 1/2" = 1'-0" 1 1 1 11 1 11 1 1 1 1 1 1 1 1 L__ 1 -1 L___J L--_2 LIP, 1" DEEP, 1" WIDE FOUNDATION PLAN SCALE: 1/4" = 1 '-0 EXISTING GRADE - 4" CONC SLAB BUILDING SPECIFICATIONS PRELIMINARY k I . NOT FOR CONSTRUCTION - . , /. 4. DESIGN LIVE LOADS: A >4 4.Â» , 1. Bosic Wind Speed - 100 mph (Exposure C) ~ 4 1/9 x ....<. XV'~1 k /4 X .< Xv'< , 1. Building to match as best possible the existing building roof and 2. Seismic Zone - 1 9 " siding in style of panel and color. 3. Roof Snow Load - 40 w A~ - 11>U 2. Exterior wall and roof sheathing - 26 GA steel colored panels FOUNDATION DESIGN: < 14/Â»Â«4Â«Â«Â«Â»1 V ''>% . . 4/04Â»4Â«445<2<ji\Â«14 3. Insulation - Exterior walls 6-inch vinyl faced fiberglass batts. 1. Footings shall be placed on natural undisturbed soil. - ~i-,d~A Y/~~~~ Ceiling 9-inch vinyl faced batts. 4. Garage doors - Overhead door to be steel/aluminum insulated CAST-IN-PLACE CONCRETE 8" CONCRETE - sectional door with standard track. No windows required. Weather 1. All concrete design is based on the "Building Code ~ â€ž . seals shall be provided. Personnel door to be full flush hollow steel Requirements for Reinforced Concrete" (ACI 318-89/318R-89) FOUNDATION WALL VA 5 X./. (no window) 1 3/4-inches thick with galvanized skins over a foam 2. All structural concrete shall have a minimum 28-day 319Â«54Â»12~/ core with knob on mortise lockset. Door shall have a aluminum threshold with vinyl door sweep. compressive strength of 3,000 psi; except slab-on-grade (4) #4 REBAR --/Â«Â« .61> 2 concrete sholl be 4,000 psi and shall be air entroined. ... 222 DRAWN BY: 3. Floor slab to be power trowel finished. MGH 5. Windows - single slide (horizontal) aluminum frame with 4. Slab construction: 4" concrete over vapor barrier over ' Â·~ p .7 X thermopane glass and removable half screens with weather-stripping 4. ... I .. 11,/< CHECKED BY: compacted structural fill or suitable undisterbed native material. Â· JAS to best match existing building windows. One window will go in the ./ I building addition. The other window will be placed through the existing 5. Contractor to provide control joints. . I .4*51.95 ./9,21. building wall in the "Conference Room" 6. See pre-engineered metal building drawings for anchor , . .~ SCALE 1/4" = 1'-( bolt sizes and setting plan. .c;rhul.* DATE: 01-31-00 6. Trim - Exterior trim to best match existing building. No interior FOOTER, 30" X 10" & : 220&; 01' P trim except as needed to secure and protect insulation. No guttering (4) #4 REBAR EACH WAY will be required. REINFORCING STEEL; 30" BELOW GRADE %%, /11 jai. 7.4 } 91 - J/ SHEET 1. All detailing, fabrication, and placement of reinforcing 7. Electrical - switches, lights and outlets as shown on the steel shall be in accordance with the ACI Manual of / Feeb,~:t:*41 4 6 construction plans. Concrete Practice. Red'.u~ 3 2. Reinforcing bars shall conform to ASTM Specification 8. Concrete - Floor slab to be power trowel finished. A615-79 and shall be grade 60. JOHN A. SPOONER OF 3. At splices, lap bars 30 diameters. At corners, make PE #22060 horizontal bars continuous or provide corner bars. ~~ TYPICAL ENLARGED FOOTER DETAIL ~ SCALE: 1 1/2" = 1'-0. PROJ. NO. 00-01-31 n. d ... +IOISI/\31M 31Va 133HS SNLUAM /~/ 0Â¥80100 MEIVd S31S3 dOHS GIONVNGI,LNIVM ir V lu 1VViLLI V Â£-Llrl 1VLLL ~ 103rObld . . 8 ex in /all Section -74- 2 V+1 CO. 62 50. Fr. tes the locations Â¢ all existjrg proposed utilities. ,lotted from avaibble prcseritatives From : ali of their UtilitieS 1 411 exist irq utilitaj ontractor. lf' is the s. Wowever, it shall rtisfu himself that all 1 plarE or not have Drovments from expense. All the minimum of their penS/, 9 permits to omply with all local. ipleted in accordance 36. d :r Unciergrould) o Daglight Inflect, 1hole ling Wall =d Dimensiore , A 'i'' /13\ Slig 1 'Cli I \ I 1 5& 1 Plan Morth 0 200 TW BECK ARCHTECTS February 9, 2001 002-A0 RLW 02-6-04 *610 : lâ‚¬/ Scale 1. - 20'-0. 7-1.-Â».3..1-2-- --T-t.. ; Ii,Q ?'bc+~'71'~ , :Â· ' 4. t.1.,7'y'i' ~'::-447.'L .72 . a . (.1 < L., 1 4 I / 43.%64, . 1. . de -4..3 4125 4 +1-rs Â·12% a . .. 0. I . 1 -0 :- . 0 .. 1 It 8 A . A . 8 . 11 1,8 04 1 . . a . 0, . 1 0 4 4 1 DOD 1 1 0,1 :1 '11:0 1 1 1 . . I . 1 1 1.8 1 â‚¬. .. 1 , 1 4,1 :1 ., A ...... 0. 0 0 .9 . . ': 1 : 1.. ... - 0 . I - 0 . . 0 0 0 6 ./ ....... C ..0 . 0 . 0-/ . . - -- . & 0 .. .. - 0 . . . 0 0 0 -/0 0 0 - 0 . 0 - - . .- , 0 - 0. - .. . . . I . I . . . . -.-... .. I.- 0 .... .. A.- - I. . ... .* I - ... ....... -. 0 - C - I- I . . -- % - .. - I. . .. '- I. - I. 0 0 t. .. ..... 1 Gl . ID... : - + . 1 * 00. *, - :18 ./ 4 . j 11,4 . ... 1.itt J Â· 74?i.*.4 *.y ... Â· ( 3441*4 . .=, AA . '1 p Â·Â· . 36 N . ' 1.' ~..m ,,0 4 ..4~ I ..0- I ..4. . .- /. .4 . / I'l ' #. . . I.. -'l~*' ./ . . ./,1 J ..4 4 ' '0,4 :'.I 30 + ' 5 ..~'' '/ I~Â·1Â·* . ; 4Â·Â·40,'- v .. , 1 1 . â€¢ ALL CONSTRUCTION SHALL i CON:ORM TO GRRENT Materials Key UyFORM BUILDING CODE r 1 -46 '39#hâ‚¬-f,A: Atâ‚¬) ALL. OTER , ~ APPLICABLE CODES. 4/3: 3.2/Eff: ~ ~ ri,r- * DO NOT SCALE DRAWNGS FOR DISISIONS. ~ t Of 61-04" '., /4 '.2.... I @ #B 294-1030 Bobrick tilting mirror. u v , @ 34'7 1 5'-5,5. '/ -11 9/P.Â· t. ..'11:Kly u /@319 Â® ADA tompllant wall hung sink. white Kohler 4'-6" Min. , .i../ 1â€¢â€¢, Â·. 4 w/ chrome Ever hardles 3'-0" 6" 0 12"-3 3'-6' Min. 1 - - i 1'-3" ~ 2'334" , 1'-6" ~ Â·Â· i Â· MaxZ @ 4%4 (Mazed ceramic wall tile up 40" a.F.F. - verify size O 0 ard colors w/ Architect. 11 1 1 3 . 1 ~ 12*12 Rubber Tile w/ rourd dimples - verify size and colors . + fe. .g Â»-,-1,1 1 4 I w/ Owncr I Existing , r b . W _L El I Ill ; 1 1 1 Window I , @ pairrted gdp. bd. 14&'il' b @ ADA compliant tank toilet (Kohler white) to Remal i 4- *2.Tit u LJ J 17 - . Flf 4 ; 1-1- M I 1 '1 1 @ #8-550 x 36 Bobrick grab bar or approved ecpal L ,=1.- 8 34" aff. I n 3'-0" Max. ~ C' 19' ~/ " @ #8-550 x 42 Bobrick grab bar or approved equal * 2 34" a.F.P. - /Eih North Elevation Â® Reuse existing surface rrounted toilet . @) Reuse existing soap dispereer. \41/ Scale: 1/4" - 1'-0" tissue dispen~r 24--fli--Ir , Â® Fausc existing papÂ¢r te,vel diepereer - ./..6 e#.3 5, 4 I .. 4 $~2Â¥tra A 46*34Â·~ 1/AGAN , 114 91 2 '40 Mate: All dispensers are to be mourrted a min. 0 of 19" a.F.P. to bottom of dispereer Â¢ a max. of -C 40" a.F.F. to top of dispenser. D (1) 0 4 /\ L 4-----1 06 7.0 > ' -- It Mew Jnise>Â¢ / - O< EÂ·t#tai~ 1-,0. /1 0Â£%.8 42" Min. (/ 1 36" Max.., 6.6. Electricial Notes Â·4 Mew 2'x 12" / i to Remain \ / Bubbet Tile w// ~i~ 1 Max. . f Round dirnples, verifg / \ 4\,/1 5ile Â¢ Coler w/~wner X v .hi C '\ - Mew 4*0 wood pareling ' ~ ~.~7 1 Lil- 1 1 111 1. Provide (2) two new light fixtures, one above vanitg and B CE E M / 7 on outsicle of all new walls ore ceiling mounted, verify type w/ Owner. Mcw 1 v match exating as close as Â· ~> E E 5 Existing supply aluct and 3'-09 6'-8' 1 possible. Verity selection w/ -2 6 2. All electricial switches and plugs must applj with the ADA veriFY heights. C 0 L.) 4 ~rille to be reconfigured to 4 Parel Fir Door x Owner prior to ordering 6 8,1 '1, wide y 24" tall in lieu w/ Lever Wardles 3. All cledtricial outlets must be G.M.1. O.C of 43%< 12" 0 1 2 1 Â¢ Closure / 1 ~ (12 i b - ## 71 + C C 11,/ \.// \ /, 1 /1 , I 0, C A I.4.3 1 1/ 11'-6.â€ž 0 *0 00 ro Existina 1,-10 ~ 111 3'-o'ix &'-a' w U) 6 0 to Bemain 50-5 4" 34", w ~ East Elevation (f) a) E -. - - .1.- \Â·E,/ scale: 1/4" . 1'-0" LU CE O ~ -7-- 7 1.0 L~ h N Demolition Notes Wall Legend 6 c k, Existina m 1. Verifg w/ Owner all exating fixtures and Finishes to be removed. - ExistinGI ReÂ· Demolition Plan 6-isting wans to be rernoved % Fcc. Offides ~ ~ Pro Shop 2. Patch and repair all existing finishes as required. ..1.~. - ' to Remain Â· Â· . 3. Provide adequate dust barrier during conittructlon to seal off the Mew walls te Remain 2 -â€¢:, 1 i portion of the buildina not being retrocicicd. Coordinate the V 1*-EAS<W *446 + 4 stha,lue oF ah derrâ€¢011â‚¬ign and -w wor. w :/ the Owner prior to starting each rew phax 4. Provide temporary barricades. safety Mvices and supports as required For each phase of work, 5. Cap ard extend existing water Â¢ sewer lines as required For removing and providing forÂ· new plumbing. Compka with all a Enlarged H.C. Floor Plan applicatte codes, 6 Preserve and repair existing wood trim cloors, windows, pbmbing FWA 410/ Scale: 1/01 -1'-00 Plan Morth and electrical fixtures to the greatest extent possible. 41 TW Beck Architects 04 Architecture, ~7-- Planning, & C.M. 130 E. Riverside Drive ------------ f- Mew 12'Â·* 12" / Rubber Tile w/ P.O. Box 57 1 ~ / Bound climples, verify Estes Park, / size Â¢ color w/ Owner 1 / Colorado 80517 t /'5,1'10 Existing f E)*ing -T~T- ;1 Existirie Existing 2x6 ceiling joists, Phone: {970) 586-3913 Operatb~C 'flOf.Â·1: Operable Wincdc# Operable Window ~ Operat:Die Wfrdow 1 to Rema:r to Remain to Remain to Remain 1 to be replaced wl new 2*6'5 Fax: (970) 586-4211 lk==11 LE==::11 1 1 E<15ting aÂ¢oustical ceiling 0 16" o.c. and 5/0" M.12- tgpc . reconfigure Â¢ repair as ell 'x' ca,p. bd. 6 mil. pok, vapor barrier ~ - Existing i i :r r, necessary - C * ist Ins Existing Existing -1-=-1-1 L- . /1 . I...-I- Â¢ P'Â·19 F.6. batt insuration SHEET TITLE I q Womers....3 1 Inr - eyisti,18 Existing - Existing 8" exterior wall to remain 0010, MLOOB &* 2'-6"y 6-Oh 'Mens ~ to Remain - to leemai -1~(YYYVYYYVYIYYVYYYVYYYIY1 SCOTION Â¢ 40 f P | 24* 6-5 Mere 1 TTIXIAXIXIXIAXIALIXIXIXI WW#l6%%W~?6$4285542 0/ PLAMS WALL t. be Removed to Remain - . to Rerrel Mew 12"* 12' 1 . Rubber Tile +/ Mew 2Â¥4 stud plumbim wal) p+) Round dimpleâ€ž verify 1 < 3'92 31 / 2 16" o.c. w/ R-! I baft insul. INT*ERIOIR CLEV.'S Mew ' i --- ~ Ver Fv ICE)I Ifâ‚¬=,1 1 1 w/ 12-11 batt insulation Â¢ provide 6 mil po Y vapor arrier 002-Al RLW 02-13-01645 size Â¢ cdor *'/ Owner - / f Clear New 2x4 stud wall â‚¬ 16" o.c. .2 and 5/0" MR. type 'x' gyp. bd, 5/0" MR. type V gyp. bd., . SHEET NO 4 blocking as required 3'-0"x 6'â‚¬ 1 6 both *es w/ 6 MIT poly 1 - i Sting bl 4 Panel Ar [loor Mew)< vapor barrier - - Mew IJnisex 2/ Lever 1-latdies -----\\,..\~4:~1~Z3 i id existt, Al ~â€¢e- Existing operable wirdow to remain drinking fountain Mew 4xO wood paneling '~ orage Exisbing 7\ to rematn on outside of all new walls match existirq as close as "ar _~ StoragE .T,â€ž,â€ž, en outside of al| new walls <> Owner prior to orderin,3 - - Pew 4*0 wcal paneling possible. VerifY selection 2/ ~ to Remlin #8 294-1030 Bobtick tilting mirror Coricrete Bok match e-xistinl as close as possible. Verffg selection w/ reÂ»ace */ c 11 - 4 5ti, 1,1 35 2246~re Existinc, Owner prior to ordering j m--- , A.D.A. compliant wall hung sink, Or 2 6 I 1 3'-O"x 6-5, Â®---4--lim white Kohler w/ chrome lever hardin Exiatinq ~ to Remain Cl i .49 C 1 i Pro =hop to Remain 1 ' 5 DATE -22-=-r---- CS C Exi~ina 0 34 . 1.12 X # reelQlJABY 9,2001 + 39 r ------------ : 3 Pro Shop ~ ~ ~ Ja Ef:-4 Existinm 3 1 4 REVISIONS. - c Q r Â·-'ia i rl Glearance , a. 1, t|earance F... k X o Rec. Offides y u ..Es ) .te to Remairt ..:~ , 1 '41 mif 4 -6 I ---- 60 Niax. 1 Knee -Toe Mt- Min. . t~.G Of COLA~Nx 17" Min. n V Depth 170 /Â·gr - KBKI ru.-1 n / F f \. th. - /gh New Floor Plan ~ ga Wall Section %ft - bri-~of Plan Morth 40!/ Scale: 1/41 - 1'-0" Pia, north ~21,0/ Scale: 1/2" - 1'-OÂ· O 2001 TW E~'0'~ .<RC.HTECTS @SnOLI aMe1 ZLGOe '77-ir/9:5; 'Er.SAFFWar#frr U. ~ 4<ALE 10= P, 48 I 7 \ 6 / 04 \41 /1 \ 1 % 1 \4 --r 1 \ r' 1 1 \ tz 1 2 - 1 2 -21Â·-- \ 1 1 1 \ 1 1/ i // 1 1 1 \ / /1\\L \ \ ti / 1 f . \ 1 1 \. \ ft 1 --7-1.- 1 1 1 . 1 1 / 1 , ,-, 1 /- 4 LEÂ¢iEN P ' zi-- )4- ---- -JA- ' 1 \ \ 4 - FlivEÂ·Pl 0All'l 1 1 1 -Â·Â· - al VE Pt <HAN/YEL \ IAI\ ' 81PPYAP 4 %\ \ 00 \ - FP,OFO'EV &4\70,Â£ B#\ :\ 1 1 1 1 1 1 -1 31 1 1 1 74 90 1 - -1 1 1 1 KI , 1 4 1.-1. -1~ -1 - 1 Xi | 1 41 3 . 1 61 - IOo yEAR, Hypok.l.,LIC_ 1 I'LI- 1 1 1 1 1 74â€ž EIVEEr-*EOP' LE 1 1 1 --- 4-------_u.-___ I t# Iffrlly A 14---1 1 i I j lili 1 ' , 1 ' i ji ~ ive<.Cte Fter PER 5EcorIP 7:,3 R 23! 1 -1 ----- 1 1 1 11 1 -4 1 ' Ii! 1 AVEKAAE 5'LOFE 1.15% F . 1 - - ~ 1- 4 lilli . 1. 1 1 1 4 1 Â· it 1- litk, 11, , t , k , , 7995 ! 1 1 ---- 10% eR. Appe.6.OH 1 1 1- 7Â·4â€¢DI.6 ! ! Â·Â· .Kii' 7990- 1 ..... 1 1 . i L 1 7489.151 1 1 1 6 + 1 - _.27490._*.___. YI~ , . _ _-Et: \e= =sa=-_--~_-__ .---I -P_ -4&-41--122--01 - - . - 74881 -.....i,ZO 2 -r - --- -- _7485 - -- -- - --I- -I-n'=1 - -- .- - , 1 421- 6.-- -7- 1 73==1 - -*-.--*I - - -.- .----*..T~ ' 4 1 - --9 --.-- - K i . i /--I- : --I- + , i ..4. + - -Â· 4 1 $ - 1 + r 1 , 7480 , 1 1 1 1 1 r--1 lili - 1 1 Ill . 1. 1 1 1 4 1- 1 + 1 r - ' .i-- i , 1 1 -1 t--l- -1 40121,0011Â·CAL Â»LE: 1 6 lo' i-- - 1 1 -- : ' 1 - t 1 . - 1 1 1 1 i Verf I CAL 5,4.Le: 1"sic)' ~ _ f 1 4 - f -,i . 1, Â· i : 1 1 7495 i ' 1 - 1 , 1 ts; i 1 -IS 11 ' t 1 Â· Â· i 1 41 1 1 0 4 ; 11495 1 ' 1 i 1 1 ; 1 - 7490.9 ' i i 1 4 . - 1 X 1 - . - I- 7489.20' -47490 . 1 NZES-3 7 - 1297 -, _- i , , -- j - CHANNEÂ·.--149#'IEAL[LIC6 2Â»lcuLATEP 41511-IC, MANNING,3 1 1 I .-/ .---I---*.-i. 1 - 1 1/1 7485 -=-Sk: 12_- P. 1 i I , 1 FOÂ©lul,A l.lrrH ~ ROUC,Ilhle*5 Cot-PPICIENT OF O.050 1 - - '748&_ .. 1 t. 4 1 1-; 1 ! loo yÂ£.PIA)2 +Flal 1-600'c.~1 1-rIAGGOKPAJNCE lut-(H L.6, PEF>r. " ~~ - - 1480 1490 -- _[-L ...=24=--LOPHOUSIN=1-4 L.leaAN FEVELOFHEM-f FEPETAL _ 2___-_ - -_ 2 - --- - '-- 1 1-- 1 ...., 1,111 .1,1 1 Lfiii;NWÂ¢,-I/1-,-7/' emfi. - T _ IN.5LITANG & APh?11115-reirrlori FLOOP INSueANCE - ~f -_ _ efU Py .JULy. 14*. Â·. ----- ------ - --------- - --- -- 1 - i i _7495 7 - - - ---- - ---- - ---------- - - 4 - -7495 :-22- E-IVE:E- 16-K_03)5 66(1IONQ- -- - --- 3 -- - -- -- 7490 >. I - =4. 7490. E 7490 + 1 1 .#$*. -;--.<.- Ill-- -t- -7--Ilill V- --I;--9,2=- Cl-.--- VM _ ~ _ 1 ) -=7 2==-- 71+ 8.5.__ - - -- - 7485 2-- ---*- ----- - - -- 7480 --r_--- _ _ - -tiOTE- 6,IA<re R. LeVELO IN 71(Alet/ Afte 1480 2 -2.2.--UL-- FOT_ 100 yEAK. FLOOP LeVel . - i EECE@Allorl PIS[R-IC< 1*946-5 2 - 1 1 1 1614 PET 3 OIL 23 PLATE 1. Pt AN PROFILE KE-Et & FSS! P CO 48 7004 MADE IN U.S A.' r,=C=111-Â¥1â‚¬Trl (01- OM /\ \\ 154-4. / /4 eu /\ 1 41 o" 49 -\ , \ / ~BINOGE GUARDKAILe- Ker ELEVATION '11' / // DEL e i / / /9 1 .. ....... / /*48 11'loc ~*904, OP. e' . 116 < \ \ \ 1 NI' r-,i~'4 ~ /53//43\\Â§601 \ 456 G.0 El-EV 7491/2 , 14 . -,4 4-0'' 3 ~ HILLS OVEIZ- reAN,2- \ -i h i 0 ~ 34, 2 '5~ \ -Â£" Â¥L AK'E 1 0, tâ€ž3 : / 43 /60\Y 6/Fly.OXÂ· LINE oF: 1 /4 i BEYOND---h~ - 3 - -X- i i__J----4 - / -/ - i A I .,Res#< F='.=s- - -- .-1-- 1204"fil#~4 \~l.-.~ ---6 11 1- -1 22-C:h A 1 1 b 1 344" r . 142-0" DEGA 4 2 4 : %1 T I Y 0/ /// \ j :) ) f ./6 f , x/ / / 1 '92\2 + % V</ OKIDGE PLAN lei-0. 6 Le'~ 1 ... ..111( .. BEINF=,e *9 - .. KITP. CrposITE SIDE. *4 .. AEA ..... i f b. SECTION D-B -O--h -4-.Â»-~221 ~0-----57 6'lloMIMAL CAP Â¥IL- 4 I : 1 - 1,-0. / 5' NO rl' r.L p'Al L,5 .-/ BWE LLEP 400 A' 40 LeS - -7.MOMINAL FOY 601'VEP CO F 100 Ot - rert /cÂ»f:5 * Â¥'LY, FR,Â£5561 'IE CCA 4 6 EACEP AFft 14 FROWELLINt, /6 OUPPL tedâ€¢y wE>(604* FENCE,LAPOME, 0 1 eQUAL 21-2. m.................... ... 1, -*Â· W :' E .8 041 - Â· ELEVATION Â· BRIDGE RAIL *All , It-oIl VAN HORN ENGINEERING AND SURVEYING 22 - 9-1 '*.-O. 4 '--:x--~7~~~/ 1 I ..1 . -,11,1 -I =111/2 V " -11 4 -r . ... - \ ... . 0 . I. @ 1. i. A - 0 - $ lili . 1/13=â€¢.. .. 0 I I -I' . . F- I. . r--7. : I J , . - A .A 6, A .- ... . . / I . A . . . - I - e ... 11 . 1 . . . 1 . I . I ./ . A A 'A . 0 0 - - I .11 G â€¢ I lk. . .. . / A - e 4 - . V. . e Â® - - - 1 4 A ... I kl 4 , t.. e 0 Â® 0 . . A - -A. . I . . I , D . .. . A .. 1 ./ . .A . .A . - - .1 I .. . . - . . I.- - .. I .. .. 28; 1. - .0 - .0 - .. 2"./%,r-Â·Â·r ..7 124 "' --Â·-rÂ·Â·.I.I.-v43 N.â€ž:I - r V...hÂ·971/4/ ~*$. *il'~ ~I:.' 4 -0Â·Â·- i ' *.:.* .r.:'...3. *S~.1.1., --..G292*'i - r 4. 44 Â· Â» h I , 87, d ; 0 P.~ RM M RD /z\DC>FT-/ONAL OF- 1-1 CE -SPACE /0 - I. 1 . 121 690 ble -litoMRsoN AvE. 586- 4165 - A Ng@ -U I ' 1 1 1 1 I. . I *O= -1- We CIRCUA . , 1 1 4 fe 0*i 42 !6 t. 1 1 fASS 190 ; 1 i t VEKDA~ O/4 1 1-t. L 1 4 4Â£Â«rdegoLE,Â£0525 ,-34.0 ] 1 7 7 3 14160*-1 ZE &2 0 .539- 9525 71 5#A, 4 OrAE REL<x, -,r '' - Sk<TrwiG O.w,cd- 14(EW OFF)4Â£ lbALL.5 11 *'01, 7//46- OOK -1 & 10 11*tb . , ' FISILE ELECTUC- 586-230 i ' 6 2.AVES (4.5 526 -134 8 . 14:%~f z. â€¢ Il,SULOT/ON SLAL 58 6 -3287 A*w OPENJUG ' * EDE DEYWALL 584- 2942 , - aâ€¢ EK , ST, u i , CORKâ‚¬#045â‚¬ sek<.E- EX 19 'nuc 5,6 1 1 -1 1 1 1 CONFEZINCE- 3 0 0 9 - 1 -# A. . 'Â· .5. i. 2 - -5-*21 A...._.aUG. ..2- *4** f -'..Â·SCh.*6**Widdtik. *&:daLL#.1; k.'..U=2%:.ADÂ»6.-*114/9/14*0/4/*1%ubbabli,660#&& ----u~---*- ,:.a 4-jewAL .2.-~.-=irm~,4~z=*~,- .21*132.' '- ... -> k . % . ~ . ' .... . Â· <%47 4 A/DIE-TH - ' : I ' 1,4 .>- ~ Â·TO Â·.. â‚¬00Â£- 142*W Â©CALE 4 - 1 '04 : .'...3 - I - .... I GLENS Â£*- A66 9 -sÂ»01 134> p.11-A-milo C, (~RIVAÂ·21) 101<*103 459301- S-VELL- * VER*11::%~ OPâ‚¬wiAA; 01*SA)5 nut AND 10047/oNS . -12usauÂ¢TE ,Â¥260 ART/TRWS *20AA SL#Â£3 76 ZOOA 'NE,tury WINÂ»-0 hoc*TION ' MA-rcH EtivING Doc)22 AWÂ©tuAICE Â¢ KE (~1% ,91..:..... ' MATCH WALL F:7NiSHES O% alb-r, NG 04,/ass Wilh "r Fv; A N Uf 9O4UUâ‚¬. ON NORTD Â£ SOUTH WAL-LS OP /â‚¬4 OF@KE RA/0 -ENATUALEC} VALLNJAUJ ON 247 WALL rÂ· t V . c BN[) ALL -r#REE WALLS 66 CoUFER-ENCE ALEA " Â£ r 4 SAS TyPE X GyP. SD ON WHSâ‚¬ 5205 OF RAL F*LTIT)0NS + .2.- I . , 20 Miv Fid: 503*L u)~toss,1- NED (ylsKE 16 WHie - SC. MAH<:6 ~ le;. '9 jit.... . - 6%,5 1, AK. 5â„¢aL G.m l L '. ., 6 /4 1/, ---- 2 XG D Re 80480 1 *... I 1 * 5 A 42 96 0,Â· 21 *EK 8Â£11 ~ i i Ek. END 5 1 :1 23,6/0 04<74Â£,A/4 8 5 d' 40* / 1 . 64 -6 -- 34:.4 4* 4.k. ~ hLM#17.04 '. / Sk? SU21â‚¬â€¢*Ack, C.(Ue 'LF' Afte-/ TDPD 111 - ;41*?.22 - TOBB; m 2 *4 164>c I V '3 F:, â€¢, -1 â€¢Nhi h, 1 ./4 2 A- L.t:1 - - 64.4 . ..0 .-.2--=62<.1 , 6-2*4 2=wcoo f :.7 i ... alvn ta a.,4,3 - 1 . Er - 5 liED Â£53(46 adwii bmiw 1 2_. crt, 2 * 4. m FVUT-EK- isp. SEC-noN /4, FEB 1 0 1984 --2=9 , gre pz' a#. *73 Â· E-D T C.21 Lake Estes Golf Clubl Exterior Remodel Estes Valley Recreation & Park 690 Big Thompson Avenu Estes Park, Colorado 8051 Legal Description <~ Of a portion of the South 1/2 of Section 19, Township 6 Morth, Barge 72 West of the 6th. P.M. Town of (525 Fark, State of Golorada \ t .. Gravel Drive 1/ 1 1 :\ U 96 59\ ..A Utility Pole X 'A ~55;Existing Electric Meter 0 Peru Noise \\ /5/ Existing Trees 0 o round Monunentation 00.00 Measured or Calculated Dimensions n Site Plan . % r 4 CA47 September 16,2005 \ 91 1 Scale 10 - 20'-0' Plan Morth f 165 r + , 7%,+ ;St .L r 70 'E 0.r .. .~ , , 37:'47: Â·Iâ€¢16 3 â€¢ 'fk-'Ch;f.' t.~,f A . 1:94 :li'i-144 4 41. 423;:IÂ·,fz -4*7,~ . ...41 .4 26:1 :: =' I . ... 4 Â¢: 26, 04Â¢.r ;'Â·44 4,Â·Â·~. ./. 4 h... f" 4 I. I. 41- b 0 ./ I Med Â·jÂ·'ff. .... Â·2- . 10Â·Â·:. 1 8 ' :. . -Â£69.4, M..:â€¢ . . Uf. 0. A . f., 1/ I . "f . ifi.,0 i ?4 Â· 2Â£27Â» Â·: ' I /1 6 ./.' er 4. . . . - ..-. - '. ... 0 .... -- .. - ... 0 - - - . -- 0 .... ... . 4 . 0 - 0. - I . . ... .1 2. -. I. I . -. . . - . I.*.. . - - ..... . ... .... . . . ..0 ./-...J. I ..- - A . - C - I.-1 . .*.... I. - I. . - - .. 0 .. .. .. *- ....... 0 Â£- 0. - '' zessz; .. . 0 - I . GRAPHIC SYMBOLS PERMIT INFORMATION SHEET INDEX * L. SECTION OF DETAIL- tÂ·LfÂ·eme ,. ~__ %'/+ iwfix::- I 4" t' , scoT,or, cxft . ..... ..13Â¢ ,).1 1% 4Nt_ PROJECT SHALL COMPLY WITH 2003 02 ~ 1 >41'ARCHITECTURAL , M., 374"P 7.'NUIi Â· ... ALL OTHER APPLICABLE CODES Ck.EmT 1*ega A-O TITLE SHEET AND SHEET INDEX ~ 0* e INTERNATIONAL BUILDING CODES AND -;...... INTORIOB ELI:VATIOrl liMBER . ltÂ·.. INTERIOB ELCVATIOM SBSMIC USE GROUP '1', SBSMIC DESIGN CATEGORY 'C A-1 EXISTING AND NEW FLOOR PLAN ti EL- scrr rLMBEA A-3 EXISTING BUILDING ELEVATIONS SNOW LOAD 40 LBS. PROI. ROOM A-2 PROPOSED BUILDING ELEVATIONS LIm.11 Mo'011 lirlfeR OCCUPANCY CLASSIFICATION: -- BUSINESS GROUP 'B' Lake Estes Clubhouse TYPE V-A DOOF PulaMB FLOOR AREA: MAIN LEVEL - 3,132 S.F. A-A BUILDING SECTIONS AND DETAILS WIMDOW 1.0. CONSTRUCTION TYPE: A-G WALL SECTIONS riM. rLA.h ELEVATIOMI MARKER 1 6 Arn and Administrative Office Remodel , BEVISION PLPBEIR Â¢ CLOUD 5 .,e:r + 1 .4 1 â€¢ Â·,1. rÂ·zâ€¢ "4 21Â·STRUCTIOM GRID LItâ‚¬S 41,â€ž4 COLUMN t Â®-+!r PLOOFZ DFAIM - 122: t>H. 690 Big Thompson Avenue g *.*. Estes Park, Colorado 80517 11 m AGGeSSIBLE DRINKIMB rallfrAIM FIXTURE COUNT 01211Â·11<1116 ra,#iTAIM Â¢ 10 f..mo, -IEJ- MIRE EXTITIGISUMB CABIriCT EXISTING PLUMBING FIXTURES ' SLAB COMTBOL JOIMT 2 WATER CLOSETS 1 BREAKROOM SINK $ 2 LAVATORIES OMEÂ·440lf WALL TO STRUCTURE ABOVE 1 URINAL 1 SERVICE "JANITOR" SINK OWNER -4,---1/I ALLJM. STORE PROMT OR GUBTAIN WALL- flfs WIMIDOW SOWEDULE ~ 2)(2 LAY-IN Cell-11Â·16 TILE ~ Estes Valley Recreation & Park District --!: LIGWT DIMMUSER 2*4 LAY-IM REILI]16 TILe : RecesseD rt,ORescefT GENERAL NOTES O CAM LI(*IT , 690 Big Thompson Avenue AFROWITCGT PROR TO Caâ€¢râ‚¬MCI!16 COMSTBUCTIOM. OTIâ‚¬FWISC SUUMMING Orâ€¢ WORK O PIM LIGHT 1. Sl.ISCONTRAGTOR TO VERIMY EXIST'G GorDITIONS Â¢ Review DISDREPArtles 08 IMGONSISTAMOIES Or SITE Â¢ EXISTING BUILDING COMPIT{01Â·15 OR ORAWIMGS WITH SLJPPY 1â‚¬GWATIGIAL GBILL IMDIGATES ACOMPTAPICÂ·e BY TWC U,CONTBACTOR. ~ Estes Park, Colorado 80517 2. DIMetÂ·ISIOMS AIRC TYPICALLY TO rAGE Or MASOMBY OF:R 00190ReTE AND PAGE 0, rFUMING BUTL.811 1â‚¬CRAMIGAL- 614.L Me<BER, Ull.CSS OnÂ·Â·154412 MOTED. 3. CLEAN-l.P Or BUBBEW Â¢ DEBBIS RESULTING r,2011 DEMOL.11!011 Â¢ WORK SNALL BC Â·.*OL-LECTED REGULABLY F'12011 P}204,T SITE Â¢ LEGALLY DISPOSED Or. GYPSLM BOARD ~~= (970) 586-8191 U OTHERWISM. BEGIMMING Or WORK IPPICATES MOCPTAMCIM BY -112 9-800MTBACTOR. 11 Opt:M TO 5TPUGTUBE 5. ALL WEAT[Â·ER-EXPOSED SUBMAGMS SNALL WAVE A WEATW A-BESISTIVC BABBIER TO PIROTECT 712 11Â·17$108 WALL C.OvealtÂ·10 ArÂ·D EXTERIOR <rmÂ®165 SWALL BE PLASCD IM SUCW A MAMPCH AS TO MAKE 71101 10â‚¬AT,Â·r,PBOOr 1Â·<i ;. 44% MATERIAL LEGEND 6. PIROVIDE ACCESSIBLITY COPPLYIMG WITW ALL LOCAL ACCESSIBLITY 0005. 7, CaÂ·n'BACTOIRS Aft: MUSPOMSIBLE MOR ALL MATSRIALS Â¢ QUANTITIES SHOWN IN Tien OIUWIrÂ·165 GPAPWIGALLY AS WELL AS â„¢0515 CAL-LED MOB BY MOTC Uâ€¢1015TUBBeD SOIL a. PROVIDE 90 OBAWIPIGS MOR a*rela Alt APGWITECT APPBOVAL PRIOR TO 0BDC81116 012 YABRICATION Or ~ M150, 5TCm. PCG+4AMIC,AL. CLeTIeiGAL. SCATIPG LAYOUT All) OTkeB 11'C95 AS BeQUIBED roB GLABIMIGATIOn COMPACTED SOIL FILL 9. PEGWAMICAL. AlÂ·O Â¤-1:GTBIGAL COMTBAGTORS Stall PBOVIE)C SWP OBAWIMGS AMP CUT SCTS 0 AUL ARCHITECT ,Â£8& TO ORDMIRING OB PROCCUDIMG. I EQUIPMEMT APÂ© MIXTUBCS TO TIÂ·C 6eteIRAL GOIfflaAOTOR POIQ 01,41Â·ER APPROVAL PRIOR GRAVEL SAMP Il T.W. Beck Architects Corls'BUTC 4 - STECL 'RE'lfOBCIP'16 - 1215. 571QUOT. IT-1 EXPAMISIOM JOIMT PO Box 57, 130 E. Riverside Drive 601Â·108=TE MASOr'FY UIIT Estes Park, Colorado 80517 M'Eza r.6. BATT. / SOUK IMSULATION RIGID IMSLLATIOM Telephone (970) 586-3913 Facsimile (970) 586-4211 119JL-ATIOM CUOT LIMB 7 SEMI-RIGID rIFRE SAYING FIRE DEPARTMENT NOTES .% i PLYWOOD l. POBTABLE rife CXTINGUISâ‚¬85 944Â£1. 82 PROVIDED AN IMSTALLED IM ACCOIROAMCE 4 GYPSUM BOARD DIQTWALL WITH Tkâ‚¬ CURFEMT GOVmQMIrt3 CODES. MIMIM.M APPBOVED SIZE rOB ALL POBTABL-E (ASSUÂ·12 5/d" TYPE "X" MIBE EXTIMGUIS-ICBS S.IALL BE 108-0. VERIFY LOGATIONS WITI MIRe MAIRSWALL UNL.ESS 011Â·ERWISE MOTCD) *,RE EXTIMU[seRS IM PUBLIC AREAS ABE TO Se LOGATeD M SEMI-RECeSSED $ PROTECTIVE GABIreTS.WITW APPROMRIATE SIGMAGE MISC. PASTereS /1/ 1>< 4. SUBMMTRACTOR WALL. VmelrY ALL SITE Caâ‚¬!TIONS 11210, TO COMSTRUCTIOM - 1 1+ WOOD BLOCK!116 i .L- a ' ... j Â· MIMISW GARPENTRY .*Nit,f.i~Â·1Â· Â· .9*.4 .*Â·Ir**, ....,Â·Â·.10Â·" 21.Â·+ : -:' ''C,-4..,Â· ' r :' F.i D .144. .r:.~.:~r, ~ .Â· ~Â·,-'Â· ~Â·3Â· ~'~r'.4 Â· ~~.Â·, ~ ~ :'i~Â· 43'5* STEEL - AE, STmUCTUPIAL A,h,ki . 1 1. 1 1 -1 ''r..,:6, - v . 1 1, 1 1 11 , D -*Al/25,.4 Â·. i j i.:jl iÂ¢ j , ., 'i,*; : ; ,1 7*41Â¥. ~ t~.41.:c.-Â·~3.444#:4Â·Â«.*Â·i. Â· ' 3.11&,1, ...4:- . 37>3517-0! .0.2.~;. 1%Â·Â·2.<,P A..I.%:... . 4.-luÂ·iliÂ· Â·Â· j Site Wonderview Ave. U.S. 34 To Loveland STRUCTURAL ENGINEER Town ot Estes Fark r Lake Â· 9 NICOL ASSOCIATES, INC. Estes Ma\/ Fa. 2770 Dangy Way, Suite 202 y U.S. 36 'Câ€¢-2&46 1 Â· +P Lafayette, CO 80026 7 To Lyons .ta.4 22 2 06 3 0 1.-V 1960 0 y (303) 665-0090 (303) 6651211 - Fax Leslie Tyson, P.E. leslietanicolstruct.com *0 Vicinity Map SMPT*BER 16,2005 4 Itt To Scale O 2000 TW BECK ARCKECTS 0308-A0 TWB 09-16-051306 , I. 88--1 Gis:4 .Â· kjl,Wk Saw cut existing pavernent COIfORM TO ALL CURRENT the .APPLICABLE CODES - extent possible R flew 4" Colored Gone, slab and match grade to " ALL CONSTRUCTION SHALL "0Â·naha Tan'~ F verift) w/ , 6"*6' W.IN.F. over grave:1 as necessary. â€¢ DO NOT SCALE DRAWNGS FOR DKeISIONS. Slope 1/0" per FootÂ· - 29'.du ,// I 10'-0. '. e ... A . Field verify 0 %.:. ':. . â„¢) Porch above I r ..4- 7 I i .pril 1 *9.1 - Vqi 1 1 J 4,41 t =*12'Whet Cong sidewalk to ~ L__J 1, |Oe rm,re,64 and replace:d -- Mcw For'ch 1 1 1 rp 1 .1 L-----1 - Mew d" 104 siding, stained 1 1 6- (0 > Metal siding. r-- New &40 thresholots 1 / over 2x4 FUrring laid Flat 1 (XF, 0 120 04 over existing 0-< -1 1 f *1 . \ ehx'%%,Switpwi~t~~ ~ ~:1 ~~=Â£ t zuu:=u=~ated ~~ ~ 5040*, typ -7 whltÂ¢ vingl windowe Mew *Miliguate" 41â€¢utated ~ 4 2 L - - -1 5O40Wv,%910, -7 i 1 22 1% 1 11 1' JJ-1 F -~2 1 11 11 11 11" T 11 11 - 11 11 r.1 06 ~ F R 61 - 1 = -- = d E L i b 't Y : 5 (DR - J '7'71' 6.t I. .h Mew "Millguard" insdated U i 'Reception E. Office E. Office 02 0 white vinul windows 1 --1 4 Existirq floor' 5040WV. typÂ· - , .1001-0" Field veriftd - ~ ' ~~ ~ 1 11 Â· 1 .-A'. -~ - >Â·Â· m 1 1 1 1 1 1 M . . . ' .Â» . t,4:1â€ž 1 . 1 .1 1 Il 3,4 1 - Existing O" metal iii â€¢ 1 11 - Â£- -J I lI roof purlins to remain, typ. _ - 1 Ill - 1 1 IN C Gorridor I E I < tobe removed ~ ~~ ~ .- < Existing Concrete sidewalk _I L 1 -'C- V E. Office E. Storage iâ‚¬ :..' 'I.:-.Â¢ E. Pro Shop t 1 = 50 1 1 . . 26 1 ~~"IÂ·~~~.~~~ ln%fi~ted 16 1 - - - OB I 50404*J, tgpÂ· 1 1 - : .- 11 1 = - ..LtÂ«- 0 01., 1 1 *.,--- ~ Existing Metal micting to remain. i existing Tele=phole | This elevation or side. Beck I box to remain n i 1 Architects C. Storage E. Mmint. i r. Storage C. Storage r. Conf. Extsting Nose b bb ' 110*F r A[CMITKIL]re, Planning, & interiors 5. Unisex 1 4-fl ..1 I to remain U =11 'al 1 130 E. Riverside Drive :I P.O. Box 57 i-- 1 Estes Park, to remain E, IMeri's I colorado 80517 Existing Gas meter ~ -,-A g i Phone: (970) 586-3913 Restroom I Fax: (970) 586-4211 1 I==,/ m m - 1-1 IF=~=41 ir-----1 . - 11 11 - SHEET TITLE: 6-1 1 E Â£ M 1 PlaOPOSED PLOOF PLAM Existing Metal siding to rernain.~ This elevation or slac. 0409-Al TWB 09-16-05 12,4 SHEET NO., 07-*" 1!,Il i , J & Al General Notes or 6 DATE, 1. The existing west ele:vation is to remain as it ls, SEPT. 16,2005 ard therefore is riot shown. 2. The E.V. Bec. and Park District will remove and trim existing landscaping as required. REVISIONS, 3. Interior window and door trim will be repaired as necessary by the owner '15.V.8.P.D." 4Â· R - Replacement window: Millquard Isolated virâ‚¬ wirdews 504(ANV, tgp. 5 - Existing wirdew to remain 5. Mew Exterior door Â¢ hardware sp~If ication< 4 Pew 3070 Insulated hollow metal door full lita, tempered glass -~,~ w/hollow metal Frame. Provide handicap compliant threshold ard handicap compliant Ghr'ome fever handles with keyed lock. Provide an Interior slqn at each door indicating that thts door ..1\ ~i;, M shall remain inlocked during bu#Inese hours. , 1 \ .4 %4: Provide submittals for Owner Â¢ Axhitect' s approval. tk \J 6. Gultured Stone: f. Shall be "Tampa River FockÂ» by Signature Store, with ~ Prooosed 2" thick Duff colored 5111, cap, and trim pleces as necessar& 211 30th st, Grecla, 00 00631 /23\ FloOr Plan dvi Sales rep.: Scott Zurbrigen Office (970) 351-0270 \VI Oell (970) 396-5776 ld!/ scale: 1/4. = 1'-00 O 2004 TW BECK ARCHTECTS Plan Morth O 2005 NCK ARCHTECTS 4+* * &4. ':.# 10!Jls!(1 sOls3 anue opejoiol ,>1 ed selsil I '-' '4/ . I. . r. U. = .1 >r I - . .0 . 0 .1 .AL. ./. .. ... . I -I. '. ,. .a .- .. . 0 . ..... Uy , . .. . I - I ':.- . â€¢C.I -. .. . --' . A 4 . . . - I .., I - .... . 4. I , .0 4 - .. . . . I. . ..... - .vi e, ... . Ut. . ...... e. ... 1 0 s %4% Gi 0. ... I . ... 4. 2. . ,. - .... 0 .)... I . .1 . .. .. I - .. . I. eL . 0, I I . 0 :I, / 7.4,-01* . 1, / -0 4 4.. : 5.. 4 .I. A .......... 0 - - . . e .. - I. I " - . I/r - , - I e. . .-- . "'. .... , ~Q.~627,4/7* / Â£07.... .. .' . .' ; aE'* ... ..- I 1"Ji. . . . . . I .. . 4:1/14:0 . 0 0. .. ./ Â¥., . . * . I i â€¢ &4 Z 4 - ' *4 *1 RENT HALL /NGS Rt :riors iDrive -3913 m . 1437 )05 Shall be "Tampa Fiver Fock" by Signature Stone. with / 1 Al -F''U.2 -'191"- ~ 20 thick buff colored sill, cap, ard trim picces as necessary. D 211 3Oth st. Grecte& CO 06631 /Sh Existing East Elevation Sales rep.: Scott Zurbrigen 1 glu OFfice: (970) 351-0270 \42/ Scals: 1/4 - 1 '-0' ~~ (970) 396-5776 O %005 BECK ARCHTECTS 24. 22 ODe-10101 'yle,1 Salsq ~45* .-. . 1. . ... , ' .. -./ . ... .. I . . ... .... . .-I .* . - 9 .... â€¢Iâ€¢ . I. . .* 4 . .. .- .*&-- I r I . ... . . . , . ...... .0 - .. . .. ..0 .. .. 0 .... 0 1- ... . .6 ..... .. . I . .. , I ' -... I . . . I I - &- I . I - I ./. I . ... I - .1. - . . -i- , .*. I -4 ... .- I. . I - ../.- .. .-1 .. . I . .. .. . . .. I. I . . . I 2 ... ... - ... I . ... . I. . \ ~/6 A = [ 4> t= 11, i. 4 1 a Porch Sec \43/ Scale: 1/20 - 1'-O" FROOrIPIG: 300# Asphalt shingles over 30* felt over 5/d" Exterior : over new Scissor trusses @2 Existing Metal roof to remain 2,Â«5 Top plate bolt to new W14x30 Steel beam attach to existing colurrns per Structural ddtails. - 2x4's land Flat 0 24' 0.0. Krew to existing hori metal purlins over existing metal siding- 0" Fine LoisidIng stained, on I yvck 2*8 treated horz bottom rurrler ---Â·----Â·Â·~~~ Existing concrete slab Â¢ -f foirdation to remain. - -!k / /1 1'71 1 ' \Cy ~ ~ A Â¥ nl \ /yv A 1 - 4 / IV .,Lim I /1-.00#LÂ¢98 /2-4 Building Section /Eh Log Truss ~43/ scale: t~*. ~ ~â€ž0 \49/ scale: 1/2" - 1,-0â€¢ 0 ~06 BECK ARCHTECTS '. 0 # I.:~3'.25 Â·r ; -,4, 1.0.ft-44 .' ,.,,y' . c.,1*42:..4 Â·I :4 ':.....39â€¢.. h . A I. 0 0-4 0 . ..... a. . ./- -- I .0 . I -' 0 . - I . . Â«\ - . I . .. L. 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